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RF-09-1134 , x �# "� Miami Shores Village 'err" YAe #f 10050 N.E. 2nd Avenue ...., 1I�t' �� t `. Miami Shores, FL 33138 -0000t r z, 3 t Phone: (305)795 -2204 Pff' z Expiration: 01101201 7777- 7 Project Address Parcel Number Applicant 824 100 Street 1132060340050 SUSANNE RAUP Miami Shores, FL Block: Lot: Owner Information Address Phone Cell SUSANNE RAUP 824 NE 100 ST MIAMI FL 33138 -2512 r� Contractor(s) Phone Cell Phone Valuation• $ 5,900.00 28 AB MARTIN ROOFING 305 - 836 -51 ' Total Sq Feet: 920 Type of Work: Re Roof For Inspections please call: Additional Info: FLAT ROOF ONLY (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Tin Cap Final Roof Roof Review Roof in Progress Renailing Affidavit Fees Due ]$26705 Invoice # Total Amt Paid Amt Due CCF RF -7 -09 -35325 $ 267.05 $ 217.05 _ Education Surcharge Permit Fee - New Roof RF -7 -09-35325 $ 267.05 $ 267.05 $ 0.00 Scanning Fee Check* 10193 Submittal Fee Submittal Reversal Fee Technology Fee Total: 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 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. Futhermore, I authorize the above -named contractor to do the work stated. July 15, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy July 15, 2009 1 Miami Shores Village I JUL Buildin De artment 0 s 2009 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY. . .................... Tel: (305) 795.2204 Fax: (305) 756.8972 104 BUILDING Permit No. � ' PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) -:50- AWF— ° R A (-)p Phone # 05 7 y Owner's Address S, 2y A) C 10(0' City jDZ6n7 j 0 /1C) 12E% _ pL e Zip 3313 P Tenant/Lessee Name Phone # Job Address (where the work is being done) `>T city Miami Shores Villaee County Miami -Dade Zip 33I3(y FOLIO / PARCEL # ° 3,9E)C 3 V "D C Is Building Historically Designated YES NO Contractor's Company Name 0, , 9 Q7/A) e . Phone # 7- 6 Contractor's Address /35 9 City o0PA46CkA State LA Qualifier Name Phone # `;2[ ° Oe State Certificate or Registration No. :7; Certificate of Competency No. Architect/Engiuteer's Name (if applicable) A) Phone # it) A r Value of Work For this Permit $ 5 9pz) Square / Linear Footage Of Work: Type of Work: ❑Addition . ;, (]Alteration ONew. Repair/Replace ❑ Demolition Describe Work: 189 "iq60( — r= LA/ 14) C— A A PXJL c� CPO Submittal Fee y Permit Fee $ _.(��� ; ; CCF $ Notary $ Training/Education Fee $ I • Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ Q1 1 .(I See Reverse side —� Bonding Company's Name (if applicable) A , Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Af A 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. Asa 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. Signature Signature P Owner or Agent Contrac r The foregoing instrument was acknowledged before me this o3 The foregoing instrument was acknowledged before me this n3 day of rQ` y , 2 , by _r-,US4 4 )A) A A (- ),e day of -2st.y , 20O`�, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print 001SE GUISE MARTIN Print: ommi ,•'� sy SE MARTIN My Commission Expir '. R Expires August 26, 2011 My Commission E a Commission DD 697755 8,&d Thru Troy Fain Durance 8 *385.7019 ����i��Id11��x2Q1�,�,� � ., ThlarroyFeinbw—aw 88.7at9 APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02108/06) A RECORDED N O T ICE POFDCOMMENCEMENT 111111111111111 HE 11 M OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. OR Sk 26932 Ps 2711; QP9 ) RECORDED 07/09/2009 09 =33.54 STATE OF FLORIDA: HARVEY RUVINY CLERK OF COURT MIAMI -DADE COUNTYP FLORIDA COUNTY OF MIAMI -DADE: LAST PAGE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 2. Description of improvement: LA 3. Owner(s) name and address: Sc>5A nW YqA UjI14 _ 140 ST Interest in property: ,LE& S 1 1 0 V2��, Name and address of fee simple titleholder: 4. Contractor's name and address: — FAPIL 04 5. Surety: (Payment bond required by owner from contractor, if aO RE6VCER77FYthatthisis ' �� Name and address: �xfglr►ot lead in t is office on a dpmf e � oienx o d f Amount of bond $ A.D. 20 ?hll hand and ial 6. Lender's name and address: VIN, ELE of 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: A 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: I 9. Expiration date of this Notice of Commencement: (the expiration date is 1. year from the date of recording unless a different date is specified) Signature of Owner Print Owner's Name lzj S i4 h !n� /C U Prepared by Sworn to and subscribed before me this day of :4r , 20©.2. j Address: `7�_¢ Notary Public Print Notary's Name Y I i ion DD 697755 My commission expires: P = Expires August 26, 2011 123.01 -52 PAGE 4 EV02 4r Shed Metal Contractors National Consumer National Roofing Association, Inc. Information Bureau Contractors Aasoolation LItM1 AND INSUi1tFD 3s77 N.w.13ath s F1�q uA 5 58 - 2861 881 ffi81;2 New Work - Rerlogft - Repots - Berm and 1w T& - Gutterhy and sp outing 4 2 7 4 TO RA 1( oati �� statt{nyl bib OwnWe ►ar se C� �' atJ� O ®C� KMd of wit AE - - WIG// Z!! j& 7 Jos t.owtiott MY Plwete f( mitisr �' • 7$ - �g�' TNnts S We are pleased to submit the following Estimate and Contract: ® f- lu 0 k< SPECIFICATIONS - FIBERGLASS CAP S1E[EET rLA T .6 ACS 1. We propose to remove the roof at the address above down to wood sheohing or smooth workable surface and haul away all debris. --) AV, - 0 OF i vQBiN - _q'tFS 2. We are then to replace all rotted sheathing boards up to 501n. ft. wit out add on I charge, any sheathing exceeding the allowed amount is $2.50 In. ft. a ona � C-Q contract price. Facia boards are $2.75 a In. ft rafters are $3.50'a In. ft and ,f L- Flashing ® $1.25 a In. ft 1x2 nailer strip at 75C a In. ft. CONDITION OF WOOD CAN NOT BE ASSESSED UNTIL ENTIRE ROOF COVER IS REMOVED. (All soffit work will be bidded separately). 3. We are then to tin cap the base sheet consisting of 75 lb. felt to withstand inspection by roofing inspector. 4 The mop down solid with hot asphalt. 2-layers of fiberglass felts, shingled in. 5 Install new 26- gauge galvanized iron 30 -eave drip on all the eaves. 6 To install 1 layer of Fiberglas Cap Sheet. 7. Guaranteed against faulty materials and workmanship for a period of (5) years from date of completion. 8. Premises are to be left in a clean condition free from all roofing debris. 9. This guarantee shall apply to labor and materials only and does not cover damage to personal property which occurs as a result of leakage after said roof is installed. 10. A.B. Martin Roofing cannot be responsible for any dust or debris that may fall through open ceiling areas of roof. Areas must be protected by owners. 11. Howeowners is responsible for gas letter if needed for final inspection. NOTE: Flat Roofs will hold water. We agree to perform and complete the work in a workmanlike manner within a treasonable time for the sum of F! J f 7A(bQis A3110 f //Q &)Z 4 " �� - Dollars ($ -5. 96 0) NO cwpwmy work, woodwork, or painting, is included In We contract unless mentioned in speclflcatlons. w A.B. Martin Roofing, Inc, carries full Insurance as required by Florida law (Property Damage and workman's Compensation). but ship tat bra told reefro foie for damages either before commencement of, or during the Said work or, after said work, caused by SWk9t,.w9h God, sudden rains, Storms, wind storms, material shortage, or any event beyond our control. (3) An worst to be dam or guaranteed shall be set forth in specifi catk". No pmmlw% verbal or otherwise, will be valid. (q in the event payment Is not made as stated in specifications, all teee Incurred In collection, such as attorney fees, court costs, collection sgmclee are to be paid by signer or owner. Arry intterrupflon in IN work agreed upon in this contract which Is not the fault of A.B. Martin Roofing, Inc. or beyond the control of the same will be billed according to time and material lost. (5) Work done, or attempted to be done, on this roof by others than A.B. Martin Roofing, Ino, or their authorized agents, rMlevee the warrantor from any nether obligation hereunder. M should shy leak occur, within the period of our guarantee, due to defective materials or workmanship su pplied and furnished by us, we hereby agree to repair replace same without upon r of proper notice In writing, l�► certified mail. providing that the job oart- P�ned prompt Y paid -In -full. This guarantee shall pp y to labor and materials at y and does not cove damage to personal pro- party which accurs as a result of leakage after said rpof Is installed. We do not guarantee a?alnst 1 e due to; footwear, Improper building or roof deck construction, fire hail, tempest or hurricar� nor to ppuunncKwes Me& by fa' enings or wi re fixtures, nor the erection of any hatchway, penthouse, flagpole, pipe or other strut uM support or Dreee, subsequent to completion of our work on your property. (9) We cannot be responsible for Sidewalks, lawns, awnings, and fences for access to the building. (10) Wed canno be responsible for ceiling damage during the progess of roofing, condition of Mars, gutters, and motor ma101111 g with the ooh- (11) This bid will be automatically withdrawn If not accepted within 30 days. (12) This contract coon only that work which Is specifically deling ated herein and does not cover any additional repairs which ere found neaeeeaay after commencement of work. (13) This guarantee is not transferable unless mentioned in above specifications. (14) A.B. Martin Roofing, Inc. will not be responsible for the bubbling of roofing felts on the roof deck due to heat e)(pansion. (1s) A.B. Martin Roofing, Inc. gill not be responsible for any ponding of water on any flat deck: (10) . m Martin s Roofing, Inc. will not be responsible for blending of colors of shingle or cement the roofs due to the manufactures diff tt rurro (17) AAL in Roofing, Inc. will not be responsible for any weathering of wood due to leakage that was not reported during the guarantee I period BUYERS RIGHT TO CANCEL This Is a home solicitation sale, and if You do not want the goods or serAces, you may cancel this agreement by mailing a notice to the salter. This notice must be postmarked before midnight of the third business day after you sign this a reement. If you cancel this agreement, the seller may keep all or part of any cash down payment, not' to exceed the lesser of 5 percent of the cash p of 550. MARTIN ING,, d �` By (signature of contractor) (Authorized Signature) (Address) (Date) a.__,..,, -_,.. Asa.._ r... ts.. „ �- �. e, r. .i.hs�,i�..r.,,..z.::u:b.Y... �d- �v.,.....,�x, -... r. - .._... ..._.. ..��..y::k._...�.n v"v..s u.� �s,..e- r��w..Yn..,r... -• .- eF. Page I of 1 LIU_ Hi Velocity Hurricane Zone Uniform Roofing Permit Application FEffn UL 0 8 MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section A (General Information) BY " ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°° Master Permit No. Process No. Contractor's Name: Job Address: Roof Category Mortar/Adhesive Set Tile Low . Slope -! Mechanically Fastened Tile f 1�� 1 Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Prescriptive BUR-RAS 150 El Other. M!ami Shores Village APPROVED BY DATE Roof Type New Roof be Roofing ❑ Recovering ❑ Repair ElMaintenance ZONING DEPT 0000� BLDG DEPT there ' V S ks loci ted on the roof? ❑ Yes 0014o If yes, what type? DNatural ❑ LPGX Roof System Information SUBJECT TO COMPLIANCE WITH ALL FEDERAL, L Steep Sloped area (fL2)1 STATE AND COUNTY RLI LErA�WsT8 -912 P Total I-- Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections anti levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Wld&, (a'):: Corner Size (a' x a'): j 3X3 IIii. !1 - 1 - fill III III I I If It I I_bA 1 1 1 14 1 - Iitll I I I I If 1 - 7 11 T II 11 T I - I 7_1 7. 1 11 R141 7 1 1 T - T - FT7 1 I _F_r_rT F1 I I I I - i f 1 i I I I I T ­ I I- I i ;rTR 7 TTF ___7 _1 1­__1_ If Ill I I I i if I If I I I If I I I I 1 1 1_ P1 r I I I I I I I I I I -41 1 -1 If i _1 71 rF I f f I Iry I - l' f I - _T J I - I 1-1-11-1-F F H- 17 I F1' WA i 7 0 0 a Page 2 • hrrp:/Avw govr/bld crroo fin &_pen app section a.HTIML High Velocity I'Iurriaane Zone Unlform Roofing Petrol! Application MIAMI,DADE cOUNW BUILDING p pp on Form DEPARTMENT ELECTRONIC AppUCATloN Fit! il> ille sPecirie roof ssserubi►, Se C (Lour sloped Roof System) P eniIn the tw Beni is not ragulrod, insert not apPllcab /s ( AMA ) . ) Beft d Upll Pressures, 728 s y- - — el F � tL � _rA tale_ �Iw� Fracas RAS or waded � -• r F>eki. ' pS/ (P2) �riaielers: a -TILL (P3) Corners Ply pod M neM _ �______• Sheei F _ 8M Maximum De%np t!r±e, From me Sper�� ! ►. psf Top Ply: i ll r7,,. c 5 T Deck type: Si8 PI ysyood Th ese an aF rova� rt9 • � ' u ' y ` ir � e � a �� [ f O as tener ` pujj lest Q•.- - Tit - - - y «� L slope Ply SheeiViShch - S Wkiffi. .182 Fire or Vapor 9arr►er, NM otSt� ply 112 — PIy AR�III Mm FF -- •-- �1l3ase Sim 8 hb, d s} `_. - - -- • _ 3 Gl _ t ?ripiGS t Siz & Ga uae or weigh! :. N/A nsuladon R.s �31s & 9 5 r Aerial: nook , a, gag arv,.ei N/ q WA -- --- e - �. See 2t rte_' -- _ +8 Metal stm A Gave or weigh!; i NIA >suUalion Base l a C)O ftM*dW Tym jNfA l+Jd gauge or weight: LN/A y 1; 4 t ! suladon opT - -- s� $ -- .` - ;/A ---t FAS7ENM SPACWG FOR BAS�FET�ATrACM4WT U On To�Ln Fa s I. Fj*. od Naile Ng I meaty ' �. r Ok @laps ll . 4 Od F --� _O.C. -. .. .. der T an, d 5f>aactt . h HUMBER OF FASTENERS PER NSULA770N S�AIZp i • • i i i i i i t tea: i l I . _... ,._. ......... --- ----- .---_` ' Peftelft- NIA fllt@flra'iBFasieltBf:r • • • • • • r7 i i;. ROOFING SYWXM APPROVAL Roofing $UR peak Wood P 75 k ,1 z Nam OF PRODUCT8MU41WA OR LANZ= BY APIMUCANP. ' TAMsx Teat �daet AllWk 3,5,SSSAm ASIM D 41 p&w mcd to 307 Promtm AspWft S A eB I ou ofsq*mft in OAF NbwW Sldeldm 60 100 lb. bags ASTM D 1$63 Gmnbs fbr mftobg ofoxpond mpM% G=nwes WW pry cemenkoremulsion. OAF _ be =W for L = swum AS1M 1227 SmAm coadog for smaoik =dmo m. 305 P111 lAmk' BueW 7 m i, 5 pUoos AMU D 2824 FYm W shmidown coating. 343 P;wW= Fib . AWmfn im. RoofCcsing • 322 Blao Rooaf . Croft F*NW 306 " Leak 1ld &hem 1, 5 Sam AS'TM D45K a . ° 264 WovUy Roof ASIM D-3409 sbdMwaod fibers. Pannits I i vat=ddiy RUSHROM S gelkwo AMU D 4586 t oed, polymer Fling Bbmle i FhoWng cement Cement Le*jkmwu Matela TM 5 9dkm AS7M D 4586 Ault flushiag Co mw 201 Pmmi mn SBS Fhtohing CWWW OAPOiLAS #75 3937" (1 nr dw) AS7M D 4601 impmpmed and .g Wide a base site @. ....... . . . . ...... . 00 MANS W'Lup- I3': : 030 : • • . • • •.• i .•• . • . ... • • . . . . . . . . . . . . •• •• . . • •• •• ••• • • • ••• • • Test Product ' Produc en 1 alp �tggfica#ion Reserlytion GAFGLAS #80 39.37" (1 meter) ASTM D4601 Asphalt impregnated and coated, fiberglass ULTIMATM Base Sheet wide base sheet GAFOLAS 39.3r meter) ASTM D 2I78 Type VI asphalt impregnated glass felt with Flex P 6 wide asphalt coating. GAFGLASP Ply 4 3937' (1 meter) ASTM D 2178 Type IV asphalt impregnated ,glass felt with wide asphalt coating. GAFGLAe Mmeral 3937' (l meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet Surfaced Cap Sheet , wide surfaced with mineral granules. GAFGLAS 3937' (1 meter) ASTM D 3909 Asphalt coat4 glass fiber mat cap sheet Enw'caP Mineral wide stuficed with mineral granules with factory Surfaced Cap Sheet Applied layer of TOPWAT 1BnaVQ t Tm' GAFOLAS' 39.37" (1 meter) ASTM D 4897 Fiberglass base sheet impregnated and STRATAVENI wide D 3672 coated on both sides with asphalt. Surfaced P.liminabprTM Perforated on the bottom side with mineral granules embedded in asphaltic coating with factory 'GAFGI�ASO Flashing Various Asphalt �° mss. coated guess fiber mat flashing suet G - available in three sizes. APGLAS� 3937' (i meter) ASTM D 4897 Fiberglass base sheet kwrgpu ted and STRATAVENT wide D 3672 coated on both sides with asphalt. Surfaced EliminatorTU Nailable on the bottom side with mineral granules embedded in asphaltic coating. RUBFdLOID SBS 1 meter (3937") ASTM D-61 S4 Non -Woven Polyester Mg coated with Heat Weldor Smooth wide polymer- modified asphalt and smooth surfaced. RUBEROO SBS I meter (3937') ASTNI D-6164 Non -Woven Polyefer mat coated with Heat Weldrm Granule wide polymer modified asphalt and surfaced with mineral granules. RUBEROID SBS 1 meter (3937") ASTM D -6164 Non -Woven Polyester mat coated with fire Heat WeldrM 170 FR wide retardant power modified aWbalt and Surfaced with mfima) grandc& RUBER.OID SBS 1 meter (39x7) ASTM D-6164 ww PP Heat WeldTu PLUS wide Polymer mat dated with . polymer modifiied asphalt and surfaced with RUBEROID' SBS 1 meteor (3937') ASTM D-6164 No p lyester mat coated with fire Heat WeldTm PLUS FR wide rant polymer modified asphalt and surf toed with mineral granules. RUBEROle SBS 1 meter (3937 ) ASTM D -6164 Non Woven Polyester mat coded with Heat WeI&M 25 wide polyaea• -mowed asphalt and smooth surfaced. RUBEROID Modified 39.37" (1 meter) ASTM D4601, Premium glass fiber reinf;gW44SBS . .. .. Dace Sheet Wide` Type 11, UL modified base sheet %: Type G2 BUR • • ' ' • ' • . .. ... .. . .... MIAMIDADE tv BOA Ig . .' : •: A �+lylDate4l'wop :.. Page 3 of 19 • •.• • • . . . • • . . . .. •. . • . .. .. } Deck T9pe 1: Wood, Non - insulated Deck Description: !9 " P / or greater plywood or wood plank decks System Type li: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOufrm Fire Barrier Coating, VersaShiekfton- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGi..A.e no ULTIMATm Base Sheet, STRATAVmn ElimninatorTm Nwlable, RUBEROID Modified Base Shy, RUBER.OID ® 20, RUBEROID Heat- Weldlu Smooth or RUBEROID Heat Weldrlm 25 base sheet mechanically fastened to deck as dwen'beci below, Fastening Options: GAFGU a Ply 4, GA.FGLA.S Flex Plyw 6, GA.PGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring .shank nails and tin caps at a fastener spacing of 9" o at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -d5 psf, See General Limitation #7) GAFGLASO Ply 4, GAFGLAS Flex Ply 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill- #12 standard, #14 or # 15 Screws and 3" Drill -TeeTu steel plebe or MI-Tecru AeeuTrae Plates, 12" o c. in 3 rows. One crow is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure - psf, See General Limitation #;9 GAFGLMS Flex Plyra 6, GAFGLAe 975 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" oc, at the 4" lap staggered and in two rows 9" oc. in the field (Naximum Design Pressure 52.5 psf, See General .l imitation #7) GAFGLAS' #80ULTIMATm, RUBEROID * 20, RUBEROID & Mop Smooth, base sheet attached to deck with approved 1'/4 annular rung shank rails and inverted 3" steel plate at a futmer spacing of 9" o c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maxbmran Design Pressure --"psf See General Limitation 07) GAFGLAe #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTw #12 standard, #14 or # 15 Screws and 3" WI TecTa steel plate or Drill -Ta6m AccuTrac Plates„ 12'° o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. {Maximum Design Pressure - LO pe,,,S`ee GmaW Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and-.3" inverted Drill Tw insulation platers at a fastwor spacing of 9" o c. at ' the 4" lap staggered in two rows 9" in the field.. • • • • • • • (Maximum Design Pressure -60 psi, See General Limitalloe #7) . : :'.: '. • NOA No» 07- 12 I9.09 n+Nnan counvTr E�irat on Date: flow • r 4pgrova Dan x:•$38• • • • . Pase�7 of i9 • • • • 0 : 6 ... • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GAFGLAS #75 Base Sheet or any of abovo Base sheets attaoWd to deck wilh Diilt Te6m #12 smn&d, #14 or p 15 Sc rows and 3" Art'll- Teo''* deel plate or Drill TecTr Ac=Trac Plates, r *.a. in 4 row& One row is in the r side tap. The other rows arc equally spaced .. ly 9 o c. in the field of the sheet. (AfxdnwmDaIgn Presaare- 7Spa,,; Sege Gemrol'LtmdAWon #7) Ply Sheet. One or more plies of GAFGI AS PLY 4, #80 ULTIlVIA, RUBELOO MOP Smooth or RUBERO1D 20 adhered in a fall napping of rippmed asphalt applied wid& to EVT ramie and st a rate of 20- 4016&*. Cup Sheet: {Optional} One ply of OAPO ASi Wnwal Surfaced Cap Slveat or GAFGLAS VCapTx Mntwg Smftced Cap Sheet adhered in a &H mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsg. Sw adxg: (Optional, required if RUBEROIJ)P MOP Smooth or RUBERO& 20 is trop - membrane) Install one of the following: L! Gravel or slag applied at 400 ftJsq. and 3001bsJsq. respectively in a flood coat of appnwed asphalt at 60 %sJsq. or applied in a flood coat of Leak Busted MatrixTa 103 Cold Process Adhesive applied at a rate of 3 gellsq. 2 CW;GLAe lufmmal Surfisced Cap Sheat, GAFULAS Easy Cap hChwal Swfwa Capated adbored m afiatl mopping of approved asphalt applied w" the EVT range and at a rate of 20-40 lbsJsq. 3. Leak Bushem Matrix= 303 Premium F'bered Aluminum Roof Coaft.at 1.5 galJsq. 4. Leak BadorTm Matrikm 715, Leak Bustorm MWjixla 322, TOPOQAr MB+, TOPMAT Fit+eddeld Elastommic Roofing Mernbrine, applied at 1 to 1.5 VL/aq 5. Leak BusW= MaU3xTu 602 MB Xtta Fdastomenc Roofing Membrane, Bne aQAeV roof coating applied at 1 to 1.5 galJsq. 6. TOPCOAT Surface Seal, TOPCOAT Fire sold SB Solvent based Elastomeric Roofing Membrane applied.st l to- 1S gWsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment malalled m aompHance with .W... uf.W.um's specificatiim and applicable Building Codes. Maxi WUW UesiP Pressuiv. See Fastening Above r• ••• • • • • • •• nOA • 07- 1219,49 ea a v u rr �l�>1�D .' • • Palt1'& o! 19 • • • • . . .... ... . .... . . .... . P 1 .t} wx 8Y L$DTll6.li L7d.8I0Ns: . I A slip sheet is required with Ply 4 and Flex plyaar 6 when used as a meehaniica* hawed base or anchor t sheet. 2. Minimum W Dears Deck or % Type X gypsum board is acceptable to be installed diauctly over the wood deck. I . Fire clarification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings ofthis product. 2. Insulation may be installed in multiple layers. The fast layer shall be attached in compliance wills Product Control Approval guidelines. All odor layers shall be adhered in a troll mopping of approved �ghalt applied within the BVT range and at a rate of 20-40 IbsJsq., or sae hattWly using the fastening patderth of the top layer 3. .All standard panel sixes are acceptable for mechanical attaohmmL Whean applied in approved whelk panel size shall be 4' x 4° marftntmL 4. An overlay and/or recovery board h a*don panel is required on all applications over closed cell foam insulations when the base sheet is fully swopped. If no itcovery board is used the base shy shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" ox.; or strip mopped 9 Abbons in three rows, one at cash sidelap and one down the center -of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A e break shall be placed ev". 12' in each ribbon to allow cross ventilation. ' Asphalt application of either system shall be at a minimum rafmr of 12 MsJsq. Note: Spot attsebed systems alai! be S miteia to a mom dedp prmm of .45 S. Fastener spacing for insulation went is basal on a Adinimaum Chaxacterislic Force (F) valaae of 275 Ibf., as tested in compliance with 'Testing Application Stmadard TAS 105, Xthe der value as field - are below 275 Ib£ hasala#ion attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of ancbodbase sheet or membnme attatihment is based an a rrninimum fastener resistance value in conjunction with the maximum design value listed Within a specific systam. Should the fastener resistances be less than that required, as deurmined by the Building (Official, a revised Ana spacing, pared, signed and sealed by a Florida Registered Engineer, Archibed, cr Regnsbe W Roof Consultant may be subs awd. Said revised fastener spacing shall ut ilm the w9hdrawal ifimm value taken Fran Testing Appplicadion St sudar& TAS 105 and calculations ffi c0mPIMW with RoofiingApplicartion Standard RAS 117. I Perimeter and coarser areas shall comply with tine enhanced uplift pressure requirameals of dares mss. Fastener densities shall be increased for bath insulation and bare sheet as calculated in compliance with Roofing .Application Standard RAS' 117. Calculations prepared, signed and sealed by a Florida registat'ed fofessional Bagineer, Registered Architect or Registered Roof Consultant Ab HOW01T k speMeWly referred wItWo d& NOA, Gezcneral 'U mltation #9 MR not be apinlisW* - S. All attachment and sizing of-perimeter sailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requiaemenis. 9. The3 maximum designed pressure limitation listed shall be applicable to all roof pmwm ZOOM (Le field, perimeters, and edrners). Neither rational ammalysrs, nor extrapolative shall be permitted for enhanced fastening at enhaana d pressure zones (i e. pis, extended carvers and corners). (When tlds Hmftatlex is gwWeally nbnred whbin We N ®A, Genseml Umhadim tT wild not be applllwNr-.A 10.. All products listed herein shall heave a quality assurance audit In accordam with the Florida Building Co& and Rule 913-72 of the Flod&AdminisftWve Code. E THIS ACCEPTAN ✓E • • • Got • • i • . • i i • • • N0A1NV, 07-P11-69 • n trrsa}h cc UN -Irre Apprm�I v • • • i i • • • • • • • • • • mwcwmmo- aj Ruaft p="-CA� I - i n P U S I - hodsawl gm% - umm bro p edft, b,w -G&T" Pty - wmwe bVm TAM nodr.NC Dl*--NE btl�- iww AML. Sft. GZ, Skulk lk GL cc .. imuff"L vw@m j V F"jMwGl , .GXsdb wed �i 5. Ower- .1 v4ftNc O;DL =O d om *" aw 6. zloft lb DeftnLym cbmwwmbgml— am meql�;�w i. Deftc-4 , bmd"mjw- 0" Owl #M- im a na ft an 4w am DRO .. POEM bombs= am -%ft"immaw c 1-1/2 O/fi% CON04F 7- M EOW" lwm Cksig DWI= �. =dome- 3, D one w ium bris • Doe i • . MfAM {•1��3� , SI',CTION 7524 HIG14 VELOCITY HURRICANE ZONES REQUIRE D OV! NERDS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 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. 1 of the F70rida Building Code, B u ilding 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 ownerand the contractor, The owner's initial in the adjacent: box indicates that. the item has been explained. 1. Aest .}teties--Worklmanship: 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) issues 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 r nailed 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 Florida Building Ccde 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 stem 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 L 0 ver oaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if over'f low scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the-Florida Building Code, Plumbing. W� 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. It may be beneficial to consider additional venting which can result in extending the service life of the roof.. ONAmer's /Agent's Signature: Date: Contractor's Signature: a Permit Number: E== Property Address: /Q fll e:/ / /Cl/Doculuents %20and %2OSettbiL /sky /Des): top /SF-CTJ.ON_1524 -I'l].htm9 /27/2007 5:46:06 AM Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number. I NSP- 118830 Permit Number: RF -7- 09-1134 Scheduled Inspection Date: October 15, 2009 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: RAUP, SUSANNE Work Classification: Flat Job Address: 824 NE 100 Street Miami Shores, FL Phone Number Parcel Number 113206034005 Project: <NONE> Contractor: AB MARTIN ROOFING Phone: 305 -836 -2851 Building Department Comments re roof flat portion on the rear of the house Inspector Comments Passed E]_ Failed �'A�"'0 Q Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 14, 2009 For Inspections please call: (305)762 -4949 Page 2 of 20