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RF-09-655Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: May 07, 2009 Inspector: Rodriguez, Jorge Owner: BENJAMIN, PAUL Job Address: 1441 NE 101 Street Miami Shores, FL 33138- Project: <NONE> Contractor: RODMAN ROOFING INC 000L Phone Number (305)757 -5351 Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Parcel Number 1132050240270 Phone: (305) 264 -3551 Building Department Comments Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 06, 2009 Page 11 of 25 G Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: May 05, 2009 Inspector: Rodriguez, Jorge Owner: BENJAMIN, PAUL Job Address: 1441 NE 101 Street Miami Shores, FL 33138- Project: <NONE> Contractor: RODMAN ROOFING INC Permit Type: Roof Inspection Type: Renailing Affidavit Work Classification: Flat Phone Number (305)757 -5351 Parcel Number 1132050240270 Phone: (305) 264 -3551 Building Department Comments Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 04, 2009 Page 20 of 34 NOTICE OF COMMENCEMENT A __NOTICE COPY MUST BE POS19) ON 'HEMS SHE AT TIME OF MST INSPECTION PERMIT NO. r OCt --(1.QSS "IAX FOLIO NO. N-7Z05 -02q-0270 tAil E OF FLORIDA: 00UN1Y OF MIAMI-DADE: TIRE UNDERSt3NE3 hereby gives notice that inrprovements will be made to certain mal p r o p e r t y , and ire with Chapter 713, Florida Stabdes, the foRowing Information s provided in this Nolte of Conunencement. 1111111 11111 1111111111 11111 11111 11111 1111 1111 CFP4 2009R0288570 OR Bk 26835 Ps 4111; (1P9) RECORDED 04/21/2009 10:3202 HARVEY RUVIN, CLERK OF COURT MIAI'II-DADE COUNTY? FLORIDA LAST PAGE 1. Legal description of property and street/addrem Ne.i0is-4 frieeksi,.SXob-esi re, 2. Description of improvement -fa©J Pa/ Ft (-76 44 0 A-7 /y 3. Owner(s) name and address: ay 14. I Pi: &a advi, /w/ frr. /0/ ci, /11/.°S owe!, rt. 73/.78 Interest in property: OWNeg Name and address of fee simple tftleholder: 4. Contractor's name and address: RodPlia j)o 0/5/ /I/o8 P. 33/86 5. Surety: (Payment bond ;4' by owner from contractor, if any) Name and address: N Amount of bond $ 6. Lender's name and address Al/4 7. Persons within 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 Statutes, Name and address: N/A-- 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided hi Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement (the expiration date b1 year from the date of recording unless a Print Owner's Name / P40/ ft 05W &NIA u4 Beg- day of 041A.Le , 20 ca -6 0 Pt VI 5 Sworn to and subscribed before me this Notary Public Print Noiary's Name My commission 123111-52 RAGE 4 8/02 /Y4// rA °,(Aorty, fC 31/ je Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 imizmoNtel EA APR 21 2009 BY: ®v__ ® Permit No. (Q Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's -Name (Fee Simple Titleholder) , 2 v / f ,4/e Xe 1 1M j C d i,4 Phone # Owner's Address J'/y/ /vg. /0/ S / -. ✓ City 1 " f .n> f /ore/ State rt0, -.'A Zip 73' /36 Tenant/Lessee Name Phone # Job Address (where the work is being done) `9ij/ /VC. /I/ IX, City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name R0474 74 Ao7y� J�ce Contractor's Address / Z/57 ,r141- / 2 8 e7: City /t4 /?i; State /Yak �9 Qualifier Aire 1'? leech t h Phone # Zip 33/313 705.-2V-3C5/ %'-3S'5/ Zip 33/8 State Certificate or Registration No. C C C ®r" /S 4/2. Certificate of Competency No. Architect/Engineer's Name (if applicable) $ Value of Work For this Permit /V A 6gFeci Type of Work: . ['Addition ❑Alteration / Describe Work: e eau/ JC /6 / rt'c 1i'ta c)iu 9_04 APP 2 1 PAID e. Submittal Fee $ Permit Fee $ L am,^ CCF $ i 'l20 C Notary $ TraininglEducation Fee $ i' Technology Fee $ �•�� Scanning $ C `OD Radon $ Zoning Bond $ [�N a/ 0006 /3348 Phone # /t/`A Square. Footage Of Work: 600 Sf. 7'T. 0 Demolition Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ DOS l 0 ° (Continued on opposite side) Bonding Company's Name (if applicable) iV /'4 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 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 approved and a reinspection fee will be charged. Owner or AQ» nt The foregoing instrument was ackno ledged before me /6 The foregoing ent was acknowledged before me this i day of , 2009 , bye — 1-P day of 20 6 / by who i personally known to me a who ' e or who has produced d who did take an oath. NOTARY P Sign: Print: r who has produced identification and who did take an oath. gl I I 1 . s .ice' My Commi'on ' xpires 1 OOMINIMNINII * * * * * * * * * * * * * * * * * * * ** My Commission DD595841 'A,® x.ires 11!1712010. * * * * * * * * * * * * * ** *********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 Plans Examiner Engineer Zoning 4kt\\0p\ UnI\ VANIANV\ Permit No: 094, Job Name: 1)7 , 2009 Miami Shores Viiiage Building Department Building Critique Shee 14 4 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 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. Norman Bruhn CBO 305 - 795 -2204 ROOF ASSEMBLIES AND ROOFTOP =mums BY: R 21 2009 Mater Parma No, / 4', Contra�rsf flo C�O;a J o b Address ,/ IN ( ,vE /O r St BIKIECIFEWSK 41.0;0810m fl Mechanically Fastened Tile 13 SiorteriAdhesive Satiate 0 Asphaltic 13 kind/Shingles Q Wood Shingles/Shakes Sliblges Florida BOOM "d0dfi & on + PimdtAppalailati i Process No. PERMIT v'' 4MK011 Miami Shores Village APPROVED BY. DATE ZONING DEPT . nL.DG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 13 hiew Roof Ci Prescriptive BUR-RAS 150 ROOF TYPE tit Reroofing C! Recovering O Repair 13 Maintenance ROB SYSTEM DWORMATioN Lotto Slope Roof Area (SF) Steep Sloped Roof Area (SF) Skillets Roof Pim Mostude all Web and SeCtiOnS, rowl drags% snenlelS, avettow samplittes and itt of and °t location of "r •• • • 01,,e r v1I41 - /47' -seat& • • ::: •:• • • ••• . • .••••- • ••: • • •• • •• • • • •• • •. •• .... . . .... • • • Owner's Notification Form 07 I4I •I COUNTY °Delivering Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES- REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be mailed 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. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. rdki 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 amouilt ofettig vegtsjatog §hall not be reduced. Exception: Attic spaces, designed by a Florida-licensed engineer or re iAred priflitteot.to eliminate the attic venting, venting shall not be required Owner's /Agent's Signature: Contractor's Signature: Property Address: •• ••• •• • • • •• •.• • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • • • • ••• • • • • • ••• • • • ROOF STRUCTURES Florkkt Building- Edition High-Makefty linnicane Zone Application Fonn. -/r 11 Section c Ap • - - FM r - nts and identify manufacturer - (if a component is not used identifies "NA") "oc @ Lap, # Rows r. oc -�- " oil 410 Lap, 8 Rows ® lts " oc - Comer: " oc @ Lap, # Roan @ p oc Number of Fasteners Per Board: Perinieter Corer Mustrate Components and Details as AppliCablez Wool :blocking, Term on. Stdppktg, Flashing, Contnuous pleat Cant Stdp, Base Flashing, Counter- Hashing, ,E ImScals: Mean Rod HOW, Pampa Height, lidght of Base Flasttng, Ccarooramt Matra*, Malaria Thtloness, Fastener Faadener Spackle or Subrrdt Fastener Spachvg for AnchodBase Sheet Attachment System Mandacturer: tQ m i 0 Product Approval No.: D (v - li ! o Design Wind Pressures, From RAS 128 or moons: Pmaxl: `I Pmax2; - XX /24.3 Max. Design Pressure, from the specific Product Approval ° 5 L 5, . - slope: (-VOA AnchodBase Sheet & No. at Ply(s): t) 'A Insulation Base Layer: l Awt Base Insulation Size and Thickness: Base Corr Fasterfradl3oncling Material: 14 \Q Mtri Top insulation Layer: Top insulation Size and Thickness: Nkvc sr Top insulation FastenedBonding Material:. tot Base Sheet(s) & No of Ply(sp 1 Ott 1.6..w04.0 ease Ply Sheet(s) & No. of Ply(0 ,2 f71 t 1 5 1llrn 414 • V Ply Sheet F ad Sen ing Top fir: 1 p\L 1 tL m k<o ►(4 S4., eAct- Top Ply FastenedBonding ti Vt1- mot 5 at 9. ,ip :es P Vitt 1'a 1:,?Nwoock 11/9.." Ptus X IC, —1-0 a sti,, • • •. ... • • • • • •. • ParaPetHeight I0 Mean Roof Height .. • ... ... . • . . • • i .. .. ... • • • ... ..... .... .. • • 0 • - 0 • ... • • 0 • •.• • . • • • • • • • • • • • • • • • • • • • • • .. .. • • • .. .. •.. • • • •.• • . ROOF ASSEMBLIES AND ROOFTOP SinuomREs Florida But lding C.ode:Edft io n 2004 HIgte-Velecity Nualsantaorke Application Form. .j* • • ] t i1: Roof System ufacturer: Notice of Acceptance Number: Minimum Design Wind Pressures; If Applicable (From RAS 127 or Calculations): 1: P2: P3: Maximum Design Pressure (From the Product Approval Specific System): • • • • • • • • • • ••.. • • • • • • ..... • • • • • • .....• • • • • .••• • • .... • ROOF ASSSOLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High-ifelocap wericane Zone U1dTonn Permit Application Form. ParMomiutbaaedulasp the sed:Ur Melted 1 or2.Comparitbeardoesfortkedthibloaktesfostanit dteldrvainesamgreater Manor equal to dm Moolnes. lea* area of tics root Mao dm Me onacluncat method is acceptable. ' 1 Based Tile Odeplatious Par RAS 127 (Pt: x7. 3- - =Kt Product Approval Mr (P2 xb -=-24-14S =Ma Product Apiorral Ml' (P}: xd. = )-i =Ma__ _ Preatan Approval Mr kfetbod 2 Tip Caladatious PerTddc Requited Moment of Resistance 03) From IBelow Product Approval Mr Mean Roof Hight -3 Roof Shy 4 15' Mr rewired Moment Resistance* 20' 3W 40' 2:12 344 35.5 38.2 3d2 4:12 5 :12 322 30.4 29.4 34.4 32.2 30.1 30 33.8 31.8 37.4 35.1 322 2&8 37.3 349 1212 7d2 28.4 28.0 - 29.4 324- 27.1 28.2 *Mast be used coujustaion with* Em of own8201 based t e sparse endorsed by Re letravard C000ty Board of Rules alai Appeals. For Uprdi bends ttoe vabxsforF' with dmcalms forPriftber tefaesatt greaterrhan °sequeltatheFrvabces. • for each area Odle roof. dam tar Me anadocent mztlmd is arceptable. Method 3 Based/Be Calmleim Per RAS 127" (Pt: x L = x cw_ =_3 - W x cos @ =Fri Product Approval F' (Pa: x = xtv: =�.) -W: x cos8 =Pa Pruden Approval F (P3: xL = xvr==, ) -1W. x cos ft =F,g Product Approval Where to Obtain info rmation Description Design Mean Rof Roof Slope Aerodynamic blideplier SYntbd P1 or P2pr P3 to foci RAS H Job 1271bbte 1 arbpas etelnersing analysts Wne PreValed by PE bared ooASCE7 Restoring biomest + h e m Resonance Mtt Attalamdo Uplift Resmoutre Weigle Axone Anticlimax Requited Required Jab Site APProvoi Product Caudated Product Fr Catodated ' . s• • • -• • • -.. • • ••••.•••• • • •• • • • .• • • •• . • • • 400 • • •• •• . Al • •• ••.• • 4 1Be Dintanstons I.= length VI= width iProdoct atrismal Protbet Approval • •• • • • • •• ••• • • • - • • •• • • • • ••• • 1 -• • • • • • 1 • • • • •• •'• • -• 1 • • • • • • • Ml calculations ontst besubmitted to dm WHO's GOMM attbe time amid ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • 09/25/2006 10:50 FAX 3053752008 BLDG. CODE COMPLIANCE LEI 001/0E0 BUILDING CODE COMPLIANCE MICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Tako Building Products, Inc. PO. Roz 1404 Joplin, MO 64001 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLERSTREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305)375 -2901 FAX (305) 375 - 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 Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AID (in areas other than Miami Dade County) reserve the night to have this product or material tested for quality assurance purposes If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami - Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building cam. This product is approved as described herein, and has been designed to cmnply with the Florida Building Code, including the High Velocity Hurricane 7.one. DESCRIPt7ON TAMKO BUR Roofing System over Wand Deck LABELING: Each unit shall bear a pent label with the manufacturer's name or logo, city, state and following statement "MiamiDade 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 ofthis NOA will occur after the expiration data or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse ofthis 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 shell 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, tin it small be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 01-0830.07 and consists of pages 1 thrmrgh. W. • • • • • • • • The submitted documentation was reviewed by Jorge L. Ace • • • • • ... .. • • • •. NOA No.: 06- 6613.06 Expiration Data 08n3/11 • • .Apptimgelatt f 9/0716 • • • • . P ge I of z9 • • • • • 000 • • • • .•• • • • • • • • ••• • • • • • • • •. •• • • • • • • ••• • • • • • • • • • • • • • • • • • •• •• 09/25/2006 10:51 FAX 3053752908 ROOFING SYSTEM APPROVAL Catecwrv; Deck Tvoe: Mgameljkainssure Fire Classification: BLDG.CODE_COMPLIANCE 0002/020 Roofing Built' -up Roofing Wood -60 psf See General Limitation 11 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABIUM) BY APPLICANT: TAME 1 Product Dimensions Awaplan 170 FR Roll weight 98 1bs.; 33' 11" x 39 3m Awaplan 170114 Roll weight: 98 lbs.; 33' 11" x 39 3/8" Awaplan Heat Roll weight: 96 WeldingTM lbs.; 25' 5° x 3934" Awaplan Premium Roil weight 101 FRT1" lbs.; 33' 11 • x 39 3 /e" Awaplan PreaniumTa Roll weight: 101 lbs.; 33' 11 "x 393/x• Awaflex Roll weight 76 x 39 -3/8" Test Speeifiastion ASTM D 6164 Type 1 ASTM D 6164 - T pet ASTM 6164 Type II ASTM D6164 Type II ASTMD6164 Type II ASTM D 5147 Product A 180 gfraz polyester reinforced SBS modified bitumen membrane surfaced with granules and treated for additional fire resistance Applied in hot asphalt or cold adhesive: A 180 g/tnz polyester reinforced SBS modifier bitumen mcmbranc surfaced with granules Applied in hot asphalt or cold adhesive; A 250 g4uZ polyester reinforced SBS modified bitumen membrane surfaced with granule& Applied by torch and also used as a walkway material. A 250 g/inz polyester reinforced mods led bitumen membrane surfaced with grannies. Applied by hot asphalt and also used as a walkway' material. A 250 g/ ne polyester reinforced SBS modified bitumen membrane surfaced with granule Applied in hot asphalt or cold adhesive and also used as a walkway material. SBS modified cap sheet constructed with a 155gm/nf non, woven polyester mat saturated with asphalt, coated on both sides with SBS rubber modified asphalt and surfaced with ceramic granules for IJV protection. .. ..• • • • • • •• • . • • • • • .. ... .. • • • •• NOA No.: 0641613.06 Expiration Date: 08/23/11 • •• 41travaPtitet x!'07/ Pap 2 421 • A., •• • • • • • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • •l• • • • • • • • • • •• •• • • • ••• • • • 000 • • • • • • • • • • • • • • • • • • • •• •• • 09/25/2006 10 :51 FAX 3053752908 Product Awaflex FR Awaplan Versa - Smooth Awaptan Versa -Flex Base -N P!y® Glass-Base ! Tram- Cap'°'`i Tam -Glass PremismtTM Tam Pty 1irrm Type 43 Base Sheet Vapor - Chan' Versa -Base FR2m Dim' tensinns Roll weight 76 lbs; 33' x 393/8" BLDG. CODE 430MPLIANCE Test Stnecification ASTM D 5147 Roll weight_ 1110 ASTM D 6164 lbs. 33' 11" x 39'/s" Type I Roll weight 76 lbs; 33' 11" x 39 -3/8" Roll weight 72 lbs.; 975' x 39 -3/8" ASTA4 D 6164 Type II ASTA4 D 4601 Roll weight 72 ASTM D 4601 lbs.; 97.5' x 39-3/8" Roll weight 83 ASTM D 3909 lbs.; 32' 11 "x39- 3/8" Roll weight 53 lbs.; 161' 9" x 39- 3/8" Roll weight 44 lbs.; 161' 9" x 39- 3/8° Roll weight 85 lbs.; 72' x 36" Roll weight 86 lbs.; 32' 11" ?c 39- 318" ASTM D 2178 Type VI ASTM D2178 Type IV ASTM D 2626 AS1MD48997 Type II Roll weight 60 ASTM D 5147 lbs.; 48' 2" x 39- 3/8" Product Ifs SBS FR modified cap sheet constructed with a 155gm/ni2 non- woven polyester mat saturated with asphalt, coated on both sides with SBS rubber modified asphalt, FR treated, and surfaced with ceramic granules for UV protection. A 180 g/m2 polyester reinforced SBS modified bitumen membrane. Applied in hot asphalt, by torch, or mechanically ly fastened, as a base ply in 2 ply modified systems. A 190 g/m2nonwoven polyester reinforced SBS modified bitumen membrane. Applied in hot asphalt, as a base ply in 2 ply modified systems. Type II asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built- up roofing. Type II asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built - up roofing. Asphalt impregnated and coated felt surfaced with mineral granules used as the top ply in conventional built -up roof membranes. Type VI asphalt impregnated glass felt for use in conventional and modified bitumen built-up roofing. Type N asphalt impregnated glass felt for use in conventional and modified bitumen built -up roofing. An organic felt reinforced asphalt base sheet Applied in hot asphalt or mechanically listened. Heavy duty fiber glass base sheet impregnated and coated on both sides with asphalt with or without a fine mineral stabiliret. Surma on the bottom side with coarse mineral granules embedded in hot asphaltic costing. Asphalt impregnated and coated glass fiber base sheet for use ipoopotiongl agd • • modified b ite bu i1t up rob ng• • • • • • 4g003/020 .. ... .. • • • .. NOA No.: 416- 0613.06 Expiration Date 08/23/11 • • 41Vgroval1pte:•09;07/08; •• • •Pareof20••• • • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • .•• • • •. ••• • • • • • • • • • • • • • • • •. •• • 09425/2006 10:58-FAX 3053752908 BLDG. CODE= COMPLIANCE 11019/020 Beek Type A: Wood, Non - insulated Deck Description: '9/32' or greater plywood or wood plank decks. Attached to 2" x 4" wood supports spaced 24" o.c. using #8 x 2 /z" wood screws spaced 6" o.c. at perimeters and intermediate supports. System Type E: Base Sheet mechanically attached. All. General and System Limitations apply. Base Shea : - One ply of Tamko Mass -Base, Vapor -Chan or Base -N Fly fastened to the deck as described below: Fastening ( lien #I) Attach- base -sheet using 11 ga. annular ring - shank nails and -1 -Sig' diameter tin caps spaced 9" o.c. in a 4" lap and 9" o.c. in two staggered rows in the center of the sheet. (Me s - 52.5pv See G el Limitations #7) (Option #2) Attach base sheet using CF Dekfast or #14 Dekfast Fasteners with CF Hex Plates, SFS #12 or liD Insult= S, or Bniklex Accuirac Fasteners and 3" Square Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two staggered rows in the center of the sheet. (A9ee& —b8 psi; See General Li nation #7.) Ply Sheet Two or more plies of Tam -Glass Premium®or Tagil 1V ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 Ibsisq. Cap Sheet (Optional) One ply of Tam-Cape _ adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of lbs./sq.. (See Tamko application instructions for approved method of installation). Surfacing (Required if no cap sheet is used) install one of the following: 1. 1-11.4 gallons fibered aluminum coating per square (Tropical Asphalt Products AlinnaBrite 120, Tam -Pro FR A1wnmuin Roof Coating), 3 gallons emulsion roof cuing per square, or asphalt surface at an application rate of 20-25 lbs./sq.. Coatings shall be applied wording to the manufacturers' recommendations regarding specific apphidation hates and weathering. 2. Flood coat with an application rate of 60 l sfsq. plus gravel or slag with an application rate of 400 or 300 lbs./sq. respectively. Maximum Design Pressure: . See Base Shear Fat ing Options above .. ••• • • • • • Of • • . • • • • • •• 00* •• • • • •• NOA No.: 06- 0613.06 Expiration Date: 08/23/11 • • • 4p'a191tt87 /06: • • • •• • • Pftt":11(te: : : • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 09/25/2000 10:58 FAX 3053752908 BLDG_CODE_COMPLIANCE £JOZD/OZO WOOD DECK SYSTEM AT G1 : I A slip shit is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENE, LIAMTATLONS: I . Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. Ail other haycxs shall be adhered in a MI mopping of approved asphalt applied within the EVT range and at a rate of 2440 ibsisq., 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 4' 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. pf no recovery board is used the base shy shall bo applied using spot mopping with approved asphalt; 12" diameter circles, 24" o.c.; or strip mopped 8" runs in three mws, one at each sidelap and one down the center ! of the sheet allowing a continuous area of ventilation. Encircling of the strips is not actable. A 6' break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs sq. Nom: Spot attached systems shall he Baited to a mum design pressure of -45 la£ 5. Fastener spacing for insulation attachment is based on a Minimum C c Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. lfthe fastener value, as field-tested, are below 275 Ibf. 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 maximuni design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, 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 comer areas shall comply with the enhanced uplift pressure requirements of theme areas. Fastener densities shall be increased for both insulation and base skin as calculated in compliance with Roofing Application Standard RAS 117. Calculations preparecL signed and sealed by a Florida ingistered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Linrijtation d9 will not be appliieable.) 8. All attachment and sizing of perimeter millers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9, The maximum design pressure fi nitatifln fisted shall he applicable to all magma= zenes (Le. field, perimeters, and corners). Neither rational analysis, nor extrapolation /shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF TIM ACCEPTANCE •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• NOA No.: 06- 0613.06 Expiration Date: 08/23/11 • • • •A pro Datn:410/07/06 • •• • • • Paged* of3t.e • • • • • • • • • • • •', • • • •• • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • 1 •• •• 000 • • • ••• • • 2008.: ROOFDIG MATERIALS AND.SYS'tEMS Met; MKT COVERING MATERIALS (TENT) 477 ROOF COVERING MATERIALS (TEVI) Roofing Systems (TGFU)- Continued Base Sheet (Optional): One or more Type GZ "Vent Ply", "Vapor- Chan"; Type GI "Tam-Glass Freudian", "Tam-Ply IV" or :"Gla ', hot mopped. - Ply Sheets: One layer "Awaplan Versa - Smooch" surface (modified bitumen), hot mopped or heat fused. Surfacia* Type G3 "Tam-Cap", hot mopped. Dedc C-15/32 - Incline 1i4 - Base Sheet Type 15 "430 Base Sheet"; Type G1'Tam-Glass Pr 'iuu'. "T m -Ply IV" "( Base ", nailed. Ply Sheets: Two or mom layers Type GI `Tam -Glass Prem at" or "Tam Ply IV", hot mopped. Surfacing Type G.3 "Tam-Cap", hot Mopped. J32 Incline: I Base . Ueda C Sheet One or more layers Type 02 "Glass-Rase", "Versa-Base" or "Vapor-Chan", hot mopped or mechanic fastened*. place. Ply Sheet One or more layers Type -GI 'Tam -Ply IV" or 'Tam -Glass Premium", hot mapped in place. Cap Sheet Type G3 `Tama- Cap ", hot mapped in place. 0. Deck 0=15/32 Incline: 2 Base Sheet One or more layers Type 15 "430 Base Sheet", hot mapped or mechanically farmed in place. • Ply Sheet Two or more plies. Type GI "1ati-Ply IV" or 'Tam-Glass Premium ", hot mopped in place. Cap Sheet Type G3 "Tam-Cap", hot in plane.. I. Deck: C 15/32 tncln= 2 laudation (Optionalk Pertete 3/4 in. thick min. or poly. 2 in. thick min. Base Sheet One or more layers Type G2 "Mass-Base'': "tiers -Base" or " Vapor - Chan ", hot mopped or mechanically.fastened m- place. ':.. Membrane: One layer " Awaplan Versa-Smooth" (modified- bitumen), hot mopped or heat welded Cap Sheet Type G3 "Tam-Cap", hot mopped fa place." 12 Deck NC Incline: 3 Base Sheet One or more plies "Tam-Ply IV", hot mopped -ormechani- cally fastened. Ply Sheets: or more plies "Tam Ply TV", hot mopped-or mechani- cally a flood coat of hot Surfacing: Gravel, crushed in stone or crushed slag, - roofing asphalt. Cass B L Deck C I5/32 bane 1 Base Sheet One or more plies Type G2 "Glass - a ,TypelS" Sheet ", or Type G2 "Vapor - Chair ", hot mopped or medianically fastened in place. Cap Sheet Type G3 'Tam-Cap", hot mopped in place.. I. Bede C -15/32 Incline: 3 Base Sheet One or more plies Type G2 "Glass - Base', Type 15:"430 Base Sheet", "Versa- Baser' or Type G2 "Vapor- Chan ", do : mopped or mechanically fastened in place. Ply Sheet One or more plies Type Gi. " TamPly IV, "1am-Glass Premium" or "Versa-Base", hot mopped in per.- • Cap Sheet Type G3 "Tam -Cap ", hot 1 J2lace. 3. -Dedc C -15/32 Incline Base Sheet One or plies Type G2 "Glass- Base ",type 15 "430 Base Sheet ", "Versa- Base" or Type G2 "Vapor - Chan ", hot mopped or mechanically fastened in place. Cap Sheet Type G3 "Tam-Cap ", hot mopped in place. Class C L Deck C-15/32 C Incline 1/2 Insulation: 1 -1 -15/16 in. glass fiber, perlite or wood fiber, nailed or sprinkle mopped. • - - Ply Sheet Three layers Type 01 'Tam-Glass Premium" or "Tam Ply IV", hot mopped. Sudadng: Glaze coat hot roofing ng asphal 1/2 2. Deck C-15/32 Inclines Base Sheet Type G2 "Glass-Base ", "Tam -Glass Premium"; `"lam Ply N" or "43 lb. Base", nailed or sat mopped. Ply Sheet Three layers Type GI 'Urn-Glass Premium" or "Tani-P1# IV", hot mopped. Surfacing; (:la7e coat hot roofing asphalt. 3. Deck: C-I5/32- incline: Unlimited • : Base Sheet One or more plies Type G2 "Glass-Base, "430 Base Sheet", 'Versa-Base" or "Vapor-Chan ", hot mopped or mey fastened. Roo mg-Spstems (TGFU)- Continued .Ply `gheeh .Ong or mare -plies Type 01 " TamPly IV" or "Awaplan Smooth" (modified h), hot mopped or heat fused. Cap Sheet Type :G3• `.'Thm -Cap" hot mopped in place. C ATION ROT AND COIN SYSTEMS Unless otherwise nn these constructions may utilize any thick mess of glass ave; isocyanurate, pped combination :isocyanurate/ p to or pa /perTrte_ on hot m, or nailed. Wood fiber insulation is a suitable Substitute on nodcoa�busrdecks only Class A 1. Deleted 2. Decic NC Ply Sheets: Incline: I -I /2 - -or more layers Type G1 "Tam-Glass Premium" or mopped. "Tam-Ply IV', •. . S Grandy • d Asphalt Emulsion Roof Coating, 039" at 3 gal/sk} .In `I -. 3:. -Deck c-15/32 Insulaiiom 1 lin. shin glass fiber perlite, wood fiber polyurethane, isocyanurate or fiambmation isacyte /pew nailed or sprinkle - Sheet { Type G2 "Glass - Bash'- or Type GI "Tam -Ply W" or "Tam -Glass , nailed or hot mopped.. Ply Shy .1rree- layers Type GI 'Tam-Glass Premium" or 'Tam -Pl y W."g�Asphalt "FIbered Asphalt Emulsion Roof Coating" at 3- Bain- .. lart;noi 1-1/2 4 : Deckc G15/32: laudation ( Glass fiber, pedite, 2 in. max. Base Sheet( G2 "Glass-Base , "430 Base Sheet" or—Vapor Chan", • - raged, sprinkle or hot Mopped...- -- . -- Ply Sheetia ee layers Type GI "Tam -Glass Premium" or "Tam Ply �� Pare Asphalt "Fibered Asphalt-Emulsion Roof Coating" at 3 5..: D � C - 1 5 / 3 2 ' • -.. . _ n: Carli 3 - - .-lu -Glass gyee wood fiber or perlite 2 in. -max.. - Base Sheet 15 "43 ib Base- Sheet" or "Glass Base" nailed or hot mopped- ly • Three layers_ Type GI "Tam -Glass premium" -or "Tams -Ply Surhot mopped t Emulsion-Roof Coating" at 3 S PrrreAit "libeled Asphalt 6. . Deck NC: : ... .-- Insulation (Optional) Woad fiber or perlite, any thickness, mechani rally _fastened.. = or "43 lI' Base Sheet One or more plies "Glass-Base", "Base-NP13r' , "Tam-Ply , medanically fastened or hot mopped in place. Ply Sheet or more plies Type-:GI "Ihni-Pty TV" or "Tam -Glass Premium", mdppeit m place with optional asphalt glaze coat. 1-1/2 S "Tam Pro FR Ahumhnum- Roof Coating", _app gal/sq.. _ ... Incine:3 /4 7. Deck NC mate; wood -: Insulation t • r 4 . Any Ui.Cla fled. polyisocyan fiber, glass 7..., or pedite, any tbiclaress, mechanikmily fastened. Base Sheet (Optianral):: One or more layers Type .02 "Vent -Ply", 'Vapor-Chan", Type G'.'��I. "Tam-Glass-Premium", l{asss-Prvemium 'Tam-Ply IV" or "Glass- Base, .. - ..,. . .. r'. t • fastened or hot mopped. Ply Shy • , - layer "Awaplan Versa Smooth " (modifiedbitumerd, hot Membrane: Type G3 '.Tam -Cap hot mopped. . Sig: 'TAM=STARWblte Bra enc:Coating°.21 /2 g4 /sq 1. Deck C -15/32 : i s.: : t�• • Base Sheet. One or raft p $a• shehatmo I or plasm • - s meclunicall fastened* • - Ply Sheet Two ormote-plies Type .G2 "Tam -Ply IV" -or 'Tam -Glass Premium ", lot mopped in place. Swfacbng Gnu iy•' P bered Ai�•Coaiing' , . applied at -1 1/2 gal/• • • • • • • • • • a • . -• - • - Iseline.1U • • • • 2. Dace C -i5/ • • •' • ; . • • Base" OT • "Vapor y •� ", hot mechanically cutlass % • y ,, ", her QY mechaNCalhy fastena:d in *place. "V " Ian P�temium ` Awapan Premium Flt. , ". Awaplan Meer rnrn � •Aw�P 170", " • :j. 17O V'e "AwapIsst 3T S "• "�waflex FR" and • •• •• • • • •• •• ••• • • • ••• • • IMMOYMI MAY 01 2009 IT ixoq -C¢SS 5 -1 -09 Rodman Roofmg, Inc. 12151 SW 128 Court Unit #108 Miami, Florida 33186 305 -264 -3551 Office 305- 264 -9920 Fax City of Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 -0000 Re: Benjamin Residence 1441 NE 101 Street Miami Shores, Florida 33138 To whom it may concern; In accordance with the Mitigation Rule 9B- 3.0475 Section 101.2 (B) the cost to improve the roof to call connection at the above listed address will exceed the cost to replace the roof by 15% therefore the roof to wall connections are not required for this partial roof replacement. Please see a copy of the estimate provided by Arco Construction company for details: Sincerely; Karen Rodman President 05/ 7575351 4AY 0 1 2009 BY: oea_.. --.. e - -m -_e •'tc© C o► ua. iic, t Co'lowzr on Date:, 1/01 Mr.& Mrs ...kl+ /i1+ ju. Re: Contract. Contract between owners A41 / �' r'' 1'-5 l3 i f7 . , and Arco Construction Corporation to strap all existing unsecured roof r on perimeter of the building during re- roofing performed by (roofing company name), as mandated by Florida Status section 553.844. Arco Construction Corporation will obtain building permit (if required) for the work. Arco Construction Corporation services are independent from ( Roofing Company name), and we do not assume any liability for roofer's work. Re-strapping procedure will require removal of some sheeting which Arco Construction Corp. will reinstall with no additional charge to customer. This contract does not include replacement of rotten wood on remaining portion of the roof, which is part of the roofing contract. Replacement or repair of any'found decayed roof rafters is to be performed under roofing contract unless specifically desired by owner to be done by Arco Construction Corp. then it should be done by written change order. #1291 -., Cost of the work is exactly 15% of total roofing contract price, and it amounts to ... .. `� - -f l p, ! q{su ii-t) S�fiedu„pl of payment: . b #L 50% deposit at contract acceptance ( ) #2. 50% balance at work completion ) Contractor's certificate of re-strapping completed will be provided at completion of the job in exchange for the final payment. •••' By signing this contract client acknowledges that Arco Construction Corporation is completely independent from re- roofing services provided by (Roofing Company name) We take no liability for any scheduling or quality issues resulting from (Roof ng Company name) performance. • tJ 002 its _ i a4n'ilt (owners name) Date: ii/A V° 7 GotoAst ConViactotaCGC1505163/1665 N.E. 73 305,892- 6507 /Fax 305, Arco Construction Corp. (sue) G. i 1! t, 1-1.4 5at • .. i�rr�ti , ;4' • T, eP1t.Mdarni, FL 331$1