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RF-09-939 G ' "> WIN Miami Shores Village z 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 y , Wll Phone: (305)795 -2204 ZOIR Expiration: 12/1912009 P roject Address Par Num ber Applicant 220 GRAND CONCOURSE 1132060133520 GIGI FONG Miami Shores, FL Block: Lot: a Owner Informatio Ad Phone Cell GIGI FONG 220 GRAND CONC MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone LValuation: $2, 900.00 0 JOHN BUSTA ROOFING INC (305)757 -7620 Feet: 440 Type of Work: Re Roof For Inspections please call: Additional Info: FLAT ONLY (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Tin Cap Final Roof Roof Review Roof in Progress Renailing Affidavit Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $1.80 RF -6 -09 -35025 $ 267.65 $ 50.00 Education Surcharge $0.60 -- Permit Fee - New Roof $250.00 RF -6-09 -35025 $ 267.65 $ 267.65 $ 0.00 Scanning Fee $9.00 Check #: 1024 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $6.25 Total: $267.65 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. June 25, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent rate Building Department Copy June 25, 2009 1 6 1100 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Ro Owner's Name (Fee Simple Titleholder) D %At z - (te' t &g, �o nc. Phone # C ) 33 02 9 4 Owner's Address & rctyid Coyjc cLkrS2 City M i aM i S b o t es State F Zip 33 8 Tenant/Lessee Name Phone # Job Address (where the work is being done) a s c) G r Q r l d C cwt co u r g e City Miami Shores Village County Miami -Dade Zip 33 FOLIO / PARCEL # _ i I " 3 a Db - 013 - 3 5 ap Is Building Historically Designated YES NO Contractor's Company Name 1 14 V, B U 401 1 `00 Irl . Phone # ( 30S) ` 74 / d i) Contractor's Address 3X oUE 9/ S City Miami State EL Zip 33 8 Qualifier Name _ J o k rl &ts �a _ Phon # 3 1 Q6�9 State Certificate or Registration No. CCC FMS Zg Certificate of Competency No. t F Architect/Engineer's Name (if applicable) AJIA Phone # Value of Work For this Permit $ e ?,00. Square / Linear Footage Of Work: /7 o m Type of Work: ❑Addition Alteration EjNew [egsir/Replace Demolition Describe Work: e O 1 4 4 r d m - ec�C ro 6b y.4 lei t3i .,'� J` i.4 V A njq , ry .e i syy,y m't Jv A= A ka ss o m lGaWev 3 W= . NO. 10E Submittal Fee $ Permit Fee $ , _ 2 � ' 0 40 CCF $ O C / Notary $ Training/Education Fee $ G (no Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 9 11-Cas See Reverse side -4 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) )Mortgage ; Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 inspec 'on which occurs sever, (7) days after the building permit is issued In the absence of such posted notice, the inspection will not e approved and reinsh reins ection fee will be charged. Signature Signature ' Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 2, by day of 20 � by who is personally known to me or who has produced who is p erso ` Wally k nown 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: J ckl � a Sign Print: So.v Li r` L s Print: h�Y'L� - ld My Co'' d + My Commission Expires: • " a arw,, • Cwff"w Etas Sep 14.1010 y Pubis - Stye of FW6 c mffd m I W 59382? = "ic"Ey*n $" 14,3 W , • s' COQM1�Cn E APPLI Ann. g s , r -- — — — F �W. 1�1 to engineer Zoning (Revised 07 /10/07) ' NOTICE OF COMMENCEMENT OR Bk 26901 P 4895; tlilui A REMROED CO" MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 06/1 5, 1 2009 11: tt HARVEY RUVIHr CLERK OF COURT PERMrr NO. TAX FOLIO NO. 1! " 320 - 0 /3 ~ %�_�6 MIAMI -DADE COUNT f r FLORIDA LAST PAGE STATE OF FLORIDA: COUNTY OF MtAMI -DARE: 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 streettaddress: if�r?1t S es Sec t ��" � - le,-o IVe a* 35 tt All IQJ 5 d A Wv p p I g 61 04 a6 _ 6riar1 j C 0 rl 0r se NiaML S( o^ ! —L 3313 7 2. Description of improvement Qe — �o�� - L �F k — f1_ 3. Owner(s name and address: D du - Tu.r K.e L d E? r i -- o A G run d Can ou a � i ar7ar .S ot� t=L Interest in property: pw e - Name and address of fee simple titleholder: Ob l lurk 41 6?d &[ante' C orr ca r' ! m, 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if an , Name and address: Ail =' Amount of bond $ N1 6. Lender's name and address: I A 7. Persons within the state of Florida designated by Owner upon 44iora notces �e may =be AS provided by Section 713.13(1)(a)7., Florida Statutes, c%J Name and address: 6. In addition to himself, Owners designates the following persons) to receive a copy of the L"ienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expirati date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a d" a is ) Signa Print r of Owner [n f' { J rit Qq u f k d by Prepare - -- - - - Name _ _ -- - -- Swom to and subscribed before me this 1 day of n �-- 20© Address: 0 h t f-- Cl/ f otary Public GL Tint Notaryss Name Arty commission expires: 123,01 -52 PAGE 4 0/62 - ..1 • . - Gl Al r r fit ..: � :. ■ •. _ - .. ..:.: ■■■■■■■■■■■■■■■■■■■■■■■■■M■■■■■ ii■■ ■■ ■i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■!■!■ 1.. n. wwww�ii!!!■■!!■ i■■!■ ■ ■!l sf.�i.,� ■ ■ ■ ■ ■ ■ ■! ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■■i ■! ■ ■ ■!! ■ ■ ■ ■ ■ ■11 ■ ■!! ■ ■ ■■ ■ iflllrr .r��..�...��i�..r.ww�lrwwr��a ■ ■ ■ ■ ■ ■■ ■■■■ ■■■!■1 ■ ■O ■ ■Ilo ■ ■!!■ ■Ile ■ ■■!■r[ !!■■■■■■■■■■■■■■■■■■■■■■ J■oos■■■ ■ ■■■■ ■■ ■ ■1 ■ ■s ■ ■A ■ ■ ■ ■! ■111 ■ ■sSSSL1'OIL .. 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System: Field: /v//'1' Perimeter: N� Comer: AII Deck: ply wooj lustrated Components Noted and Type: ca P u�vod Details as applicable Guage/Thickness: rJlts woodblocking, Gutter, Edge Termination, Slope: a " Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Anchor /Base Sheet & No. of Ply(s): nexa C. ttt ;� S ee �p�y Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Anchor /Base Sheet Fastener/Bonding Material: ii Height of Base Flashing, Component Material, k' SAak A41-1 1 � �1 Material Thickness, Fastener Type, Fastener Spacing, or Submit Manufactures Details that Insulation Base Layer. Aim Comply with RAS 111 and Chapter 16 Base Insulation Size and Thickness: ,Al /k Base Insulation Fastener /Bonding Material: . FT. Parapet WA I Height • 0 7dg Insulatigrj r. � §ye • • • : �/ t-1 �}hS i J (� P '.Top Insulatioq Size and 711: �f/} ��� `' �[ o a ...... . .. .. .. f • --top insulaW14 Fpstener/dwing, Material: pf jj �db to �0� FT. Mean *0 009 0 *41004 NIA- Roof Height • • • • • . • • Deck p C Ox ... PlySheet(s) 9nd No. of Plftr.� i fi L S reloes P� 'woad . • Ply Sheet Fastener/BondIngAlaterial: Top Pl Ger4oin - 7LJ EL li< Af c. F9.4 Top Ply Fastener/Bonding Material 57M D 31 X Tye. " DES Surfacing: OIL Roof 09/27/05 M 1 A M PDAbE MIAIVI -DARE COUNTY, FLORIDA ME110-DADE FLA01 ER BUILDING BUILDING CODE COMPLIANCE OFIi'ICE (BCCO) 140 WEST N AGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION NUAMl, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) CertainTeed Corporation (PA) 1408 Union Meeting Road Blue Beg, PA 19422 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 area 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 arcs 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 m nufacturer 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 Cade. DESCRIPTION: nos Over Wood 1� LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state and following Moment "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 TLIZIVIGINATION of this NOA will occur after the expiration date or if t}iere has been a revision or • • • • • • char ein the • • s, use, and/or manufacture of the product or process. Misuse of this NOA as an c44.'; ment g unny groduct, for sales, advertising or any other purposes shall automatically terminate • , thi%NOA. Faiktpp Fomply with any section of this NOA shall be cause for tenmination and removal of ...... V OA.. .. 00 . 0 0000. :W :0 000000 ADVIi+ RTISFM'Uff: The NOA number preceded by the words Miami -Dade County, Florida, and flhiPbMU by t& expd1ation date may be displayed in advertising literature. If any portion of the NOA is " • • : displayed, thea 4shall be done in its entirety. 0.9000 0 00 *0.000 Y1 SWCTION: A copy of this entire N(JA shall be provided to the user by the manufacturer or its *sees* dW&01rtors ated soh dPO; available for inspection at the job site at the request of the Building Official. 0000 This NOA revises NOA No. 08-0227.09 and consists of pages 1 through 38. The submitted documentation was reviewed by Jorge L. Acebo ` NOA No.: x-0410.09 G r Expiration Dane: 06/19/13 Approval Date: 11/20/08 Page 1 of 39 R OOFING ASSEMBLY APPROVAL Roofing Sub - Category: APP /SBS Modified Bitumen Beek rvim Wood am Design Pressure -60 psf TRADE NAMES OF PRODUCTS MANUFACTORED OR LABELED BY APPLICANT: TABLE 1 Teat Product Prod Dimensions Speemeadon Descnintion All Weather/Empire Base 36" x 65'l (r; ASTM D 4601 Asphalt coated, fiberglass Sheet Roll weight: 86 lbs. Type II reinforced base sheet. (2 squares) UL Type Is 1FlMc+Gl --- BasoShe _ 36"x 98'9 "; Roll UL Type G2 Modified Bitumen coated weight: 90 lbs. ASTM D 4601, fiberglass base sheet. (3 squares) type 11 Flex I- G1asTm FR Base 39/ x 50 Roll UL Type G2 Modified Bitumen coded Shut weight: 90 lbs. ASTM D 4601, fiberglass base sheet. (1.5 squares) type II F yl " - tf Type 36"x 164'r; ASTM D 2178 Fiberglass, asphalt. impregnated ply weight: 40/55 lbs. Type IV or VI sheet. (5 squares) UL Type Gl Flintlastic STA 39 3 /g" x 33% Roll ASTM D 6222, Smooth surfaced APP Modified STA Plus 5.0 weight: 90 lbs. Grade S, Type II Bitumen membrane with non- (I square) woven polyester mat reinforcement for torch application. Flintlastic GTA, GTA -FR 39 3 /8" x 33'3"; Roll ASTM D 6222, Granule surfaced APP Modified or Flintlastic Diamond GTA weight: 105 lbs. Grade G, Type U Bitumen membrane with non - (1 square) woven po ly ester mat reinforcement for torch application. Flintlastic GTS 39 3 / 8 " x 247; Roll ASTM D 6164, Granule surfaced SBS Modified 0 0 :0 weight: 92 lbs. Grade G, Type 11 Bitumen membrane with non- • • ' square) woven polyester mat reinforcement .... for torch application. • • • • • • Flin iasde GMfi, 39 3 / x 34' 2 "; Roll ASTM D 6164, Granule surfaced SBS Modified • GMS Premium • • • weight: 100 /105 lbs. Grade G, Type H Bitumen membrane with non- • . • • • • • • • • • • • (1 square) woven polyester mat refidbreement ••••• ••• •••••• for mop application- *see ' CFA � o� * ". 39 3 / 8 " x 34' 2 "; Roll ASTM D 6164, Fire resistant, granule surfaced • • • • : FB�P PremiO weight: 105 lbs. Grade G, Type I SBS Modified Bitumen Membrane • (1 square) with non woven polyester mat ...... . .. ...... • reinforcement for mop application. .:.... Fliptllkic FR C40 Sheet 39 3 / g " x 34' 2 "; Roll ASTM D 6163, Fire resistant, granule surfaced weight: 90 lbs. Grade G, Type I SBS Modified Bitumen membrane 0 square) with fiberglass mat reinforcement for mop applications. NOA No.: 08-0410.09 Expiration Date: 06/19/13 Approval Date: 11/MM Page 2 of 38 Flintlastic FR Cap T 39-3/8"x342"; Roll ASTM D6163 Granule surfaced SBS Modified weight: $ I lbs. Bitumen membrane with fiberglass 0 square) mat reinforscemerrt for torch application. Flintlastic FR Base T 39 -318" x 33'; Roll ASTM D6163 Modified Bitumen, coated Weight: 81lbs. fiberglass base sheet for torch (1.0 squarest application. Flintlastic FR Cap CoolStar 39 3 Jr , e ; Koll as i in n F 163 Fire resistant, granule surfaced weight: 90 lbs. �8S Modified Bitumen membrane (1 square) with ZI— rolass mat reinforcement _ for mop arn+rcauons. C_ - -red with reflect,. , CoolStar Comm- - Flintlastic FR Cap T 39 3 /8" x 34' 2 "; Roll ASTM D 6163 Fire resistant, granule surface+. Coolstar weight: 90 lbs. SBS Modified Bitumen membrane (1 square) with fiberglass mat reinforcement for mop applications. Covered with reflective Coolstar Coating. Flintlastic GTA, GTA -FR 39 3 /s" x 33' 3 "; Roll ASTM D 6222 Granule surfaced, APP Modified CoolStar or Flintlastic weight: 105 lbs. Bitumen membrane with non- Diamond GTA CoolStar (I square) woven polyester mat reinforcement for torch application. Covered with reflective CoQlStar Coating. Flintlastic GTS CoolStar 39 3/8" x 24'9 "; Roll ASTM D 6164 Granule surfaced, SBS Modified weight: 92 lbs. Bitumen membrane with non- ('/. ware) woven polyester mat reinforcement for torch application. Covered with reflective CoolStar Coating. Flintlastic GMS /GMS 39 3 / 8 " x 34' 2 "; Roll ASTM D 6164 Granule surfaced SBS Modified Premium Coolstar weight: 1WI05 lbs. Bitumen membrane with non - (1 ware) woven polyester mat reinforcement for mop application. Covered with reflective Coolstar Coating. Flintlastic FR P/FR P 39 3 / e " x 34' 2 "; Roll ASTM D 6164 Fire Distant, granule surfaced Premium Coolstar weight: 105 lbs. SBS Modified Bitumen Membrane (1 square) with non -woven polyester mat *00:0 - s 0 reinforcement for mop application. • • • • • • Covered with reflective CoolStar .... . .... • a Coating. Covered. with reflective ..... . . • CooLStar Coating. Fjex g4 Pre =Cif 960 36'x 346" ASTM D 6163, Granule sufaced SBS Modified 4,00:0 e Cho s ar • •sees (I square) Gracie G, Type I Bitumen membrane with fiberglass sees* s e e• mat reinforcement for mop • • • • • application. Covered with ...... . reflective Coolstar Coating. .. ... P ius Pmm4!;Y * 960 36" x 34'6" ASTM D 6163, Granule surfaced SBS Modified • (I square) Grade G, Type I Bitumen membrane with fiberglass ease.. 0000 . . • mat reinforcement for mop applications. NOA No.: 08- 8410.09 Expiration Date. 06/19/13 Approval Date: 11120/ Page 3 of 38 Ultra Poly SMS 36" x 64'4" ASTM D 6164, Smooth surfaced SBS Modified (2 squares) Grade S, Type I Bitumen Membrane with non- woven polyester mat reinforcement for mop applications. GlasBaseTM Base Sheet 36" x 98'9"; Roll ASTM D 4601 Asphalt coated, fiberglass base weight: 69 lbs. UL Type G2 sheet. (3 squares) PoIySMS Base Sheet 39'/ x 64' 4 "; Roll ASTM D 6164 Modified Bitumen coated polyester weight: 901bs. base sheet. (2 squares) Yosemite@ Buffer Base 36" x 32'l V; Roil ASTM D 3909 Mineral Surfaced fiberglass Sheet weight: 90 lbs. ASTM D 4897 reinforced buffer sheet. ( Black DiamondTM Base 36 "x 68'7"; Roll ASTM D 1970 Self- adhering fiberglass reinforced Sheet weight: 78 lbs. modified bitumen base sheet ( squares) FlinWas® Mineral 36" X 32'10 Roll ASTM D 3909 Asphalt impregnated and coated Surfaced Cap. Sheet Weight: 78 lbs. inorganic glass fiber surfaced with (1 square) mineral granules used as the top ply in conventional built -up roof membranes. Flintglas®ATmeral 36" X 32'l 0 Roll ASTM D 3909 Asphalt impregnated and coated Surfaced Cap CoolStar Weight: 78 lbs. inorganic glass fiber surfaced with (1 square) mineral granules used as the top ply in conventional built -up roof membranes. Covered with reflective CoolStar Coating. 0000 6 66 . . 00 0000.. .. 6 0666 0000.. 0000 . . 0 .. 0000.. 666006 . .. 00 6 . 0 .666. 666 0 666666 66666 6 0000 066666 . 0000 0 66666. 0000.. 0000.. . 00 606666 0000 .. 00004 0000 .. 6 00• NOA No.: 09-0410.09 Expiration Date: 06/19/13 Approval Date: 11120M Page 4 of 38 APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) FlintBoard ISO Polyisocyanurate foam insulation CertainTeed ACFoam 1I Polyisocyanurate foam insulation Atlas Energy Products ISO 95+ Polyisocyanurate foam insulation Firestone Building Products, Inc. High Density Wood Fiberboard Wood fiber insulation board generic Perlite Insulation Perlite insulation board generic Dens beck, Dens Deck Prime Water resistant gypsum board G P Gypsum Corp. H- Shield Polyisocyanurate foam insulation Hum Panels ENRGY -3, U1traGard Gold, PSI -25 Polyisocyanurate foam insulation Johns Manville Fesco Board Expanded mineral fiber insulation Johns Manville Multi -Max, FA Polyisocyamnwte foam insulation RMax, Inc. APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. #12 & #14 Dekfast Insulation fastener SFS Inter Fastener 2. Dekfast Hex Plate Galvalume AZ50 steel plate 2'/a" x 3 SFS Intec 3. Olympic Fastener # 12 Insulation fastener OMG & #14 4. Olympic Standard 3" round galvalume AZ50 3" round OMG 0000 steel plate Intl -Fixx Fastener Insulation fastener for steel SFS Inter •••••• and wood decks 0000 7" Instil -Fixi S Plate Galvalume AZ50 steel plate 3" round SFS Intec ...... • • • • • • T. ' . Trwns"asteners Insulation fastener for wood The Tm -Fast Corp. • • • • "' ' 000000 and steel decks • • • • -:4t-: Thq %400-3 Galvalume AZ50 steel plate 3" round The Tru Fast Corp. 0000.. ' 9. Tnt*wPlates Galvalume AZ55 steel plate 3" round The Tru Fast Corp. 00 00.0000 x '10.' Tr4 For$lates Polyethylene plastic plate 3" round The Tru -Fast Corp. 0000.. 0000 :. NOA No.: 08- 0410.09 u►M n c Expiration Date: 06/19/13 Approval Date: W20M Page 5 of 38 EVIDENCE SUBMITTED: Test Aeencv Name Repo Date Applied Research Laboratories Physical Properties 28013 06/02/87 Factory Mutual Research Corporation Current Insulation FMRC 1994 01/01/95 Fastening Requirements TAS 114/(FMRC 4470) J.I. #3Y8A1.AM 03/23/96 Underwriters Laboratories, Inc. UL 790 R11656 07/13/87 United States Testing Company, ASTM D 5147 97457 -4 06/03/88 Momentum Technologies, Inc. ASTM D 4601 AX31G8D 09/05/08 ASTM D 3909/ D 4897 AX31 GBC 09/05/08 TrinitylERD TAS 114 (J) #3507.08.99-1 04118/01 TAS 114 (J) #3514.02LAB 11 /11/02 TAS 114 (J)/TAS 117 (B) #3515.07.03 07/22/03 TAS 117 (B) 3503.10.06 10/10/06 TAS 117 (B) 06490.04.07 -R1 06/27/07 TAS 114 (H) Letter 04/05/06 FM 4470, TAS 114 3533.01.06 01/06/06 FM 4470, TAS 114 3521.07.04 07/29/04 TAS 117 (B) C8500SC.11.07 11/30/07 ASTM Requirements C10080.09.08 09/04/08 ••••6• ...... .... . . • • 0000•• • 0000•• • •• •• •• 0000• ••• • 0000•• 0000• • 0000 0000•• • • • • • • 0000 0000•• • • • 00.69• • • • • • • 0000 : •• •••6•• 0000 • • NOA No.: 08-041009 Expiration Date: 06/19/13 Approval Date: 11/20/08 Page 6 of 38 96/13/2889 89:54 3057518579 ABC MINI PAGE 91 bUmbrune Type: SBS MODIM Deck Type It Wood, loon- Insulated Deck Dori ftw t9 /32" or Weaw plyv or wood plank System Type E(4): Due sheet mec}odcally fastened. AA GumW and System L%ftdon apply. Base_ cet� One ply of All Weatte/E Ore Bess Sbast alas >Iase or Fliatglas Premium Ply Sheet (Type V) mcc anically attached ss wed baetbw. Fastening: Base short shall to lapped 4" and fastened with 11 ga. amular E -9b=kJW1� , � a O Ved a "p o c. in the lap wa thm rm stagged la the of - tfie — sheet 8 "o.c. -- (Optional) this ply of All Wooka/Empire Base Sheet, Ultra Poly SMS, GIN Base, Flex -I Glas Bax, Hex-1 Glas FR Base or Poly SMS of Flintpl" Preattiwn ply Sheet Cry lx Vi) adhemd in a lull mopping of approved asphalt applied within the M top and at a gate of 2040 IbsJs q. or oat ply of Black Diamond Base Sheet (for use with a forded cap sheet only) self adhered. �,�► One ply of Flintlestic GMS, Flhdastic GMS CoolStar, Matlastic Premium GMS, Flhatiastic Premium GMS CoolStw, a FlertlaWc FR P CoolStsr, Fllutl"c Premium FR-P, Fli c Prcmime A- Cool tar, Fliotlsdc FR Cap Sheek Flindastic FR trap Sheet CoolStar, Plexiglas Premium Cap 960 or Uhm Poly SMS, F[intglas Ntinaal Surface Cap 0e44 F[h tglas Mineral Surface Cap Sheet CoolStar adhered to ply shat with approved mopping asphalt aPPRed within the E VT ramp and at a rate of 20 to 40 IbsJsq. or Flnrttastiic GM Flir>tlastic O TS . CoolStar, Rhidestic FR Cap T or FlWtim& FR Cap T CoolStar torch adher+Dl to ply sheet. Smf$cm (Optional) Install am of the following: I. 400- 1bJsq. gmvel or 300- IbJsq. slag in a flood cost of approved mopping asphalt at an application rate of 601bJsq. • • • • 2. Karnak 97, F1iaCoat A -150, APOC 212 Fibrated Aluminum, Henry 520 1 / sq. :....: • • � • • • • Aluminium or Grandy AL MB at an application retie of 1 �A • Pressure: :.:.:�r2#�f (moo General Limitation 47) . . ..... O f .... ••00•• • 0 • • • • 0000 0000•• • 0 • 00.00• • • • • • • • • • • 0.0• 140A Non 0- 041e.09 Esp"fi n Date: 06119/13 �I Approval late: 11/300 Page 33 of 38 WOOD DECK SYSTEM LIMITATIONS: I. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fistened base or anchor sheet. GENERA, UmAnoxs: I. Fire classification is not part of this acceptance, refer to a current Approved Roofimg 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. All other layers shall be adhered in a fill mopping of approved asphalt applied within the EW range and at a rate of 20-40 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 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 filly mopped. N no recovery board is used the base sheaf shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" oc.; or strip mopped 8" ribbons in three rows, one at each side lap 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 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 pat. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 2751bf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf 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 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 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 Roofimg 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 troth insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed • .. JV a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant • • • ; • • • (Ohe n is specifically referred within this NOA, General Limitation 09 will not be •• ; : j • • • • • * All attac4mpnt Ord sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform td RbbTing Application Standard RAS 111 and applicable wind load requirements. • • • • • • I . The maxirfiWdesigned pressure limitation listed shall be applicable to all roof pressure zones (i.e. ... .. • • see fi...6 Did, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for . • • • anc a`s�ening at enhanced pressure zones (i.e. perimeters, extended corners and corners). • • • • ' • (When ttation is specifically referred within this NOA, General Limitation #7 will not he ...... APPleldk ' . M: All prodwts li ed herein shall have a quality assurance audit in accordance with the Florida Building • • • • • •. CGode and We OB -72 of the Florida Administrative Code. •""• END OF THIS ACCEPTANCE NOA No.: 08-0410.09 rar ro c Expiration Date: 06/19/13 Approval Date: W20108 Page 38 of 38 .ao . m.vraae.�+�wiatN6f.5(IE�'f1 I� IMM _ 3 d No ` un jw d STA OftmMW h per 10 LOCK RN'M &LmeoN SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS 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 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the ooqr and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 4 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) arer 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 dressed as part of the agreement between the owner and the contractor. 4 2. Renalling Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed inrdance 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). V Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominium, etc.). In buildings with common roofs, the roofing contractor and/or owner s otify the occupants of adjacent units of roofing work to be performed. bo,agl 7 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be , FieWed 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 Code provides the maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may 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. Aj/ 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. Perimetededge 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 th Florida Building Code, Plumbing. :...•: • ��a ; 7. VfnjIV1jpn: Most roof structures should have some ability to vent natural airflow through the interior of ' 6 f1 f yctural asenftly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be b&Mlflcial to {bgsidIr additional venting which can result in extending the service life of the roof. ' ••i•• • •• • _ / /U7 :.•..: O genr8 nature Date Contractor's Signature a. • • • •'•••• ,pr�jty Address Permit Number Rw.. jaar o,CompuW Services, BuNins DepadmeW Ok RES �� Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �0 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09- Job Name: 457 — /o , 2009 Page 1 of 1 Building Critique Sheet �,.�l..G r .LOGO a auat v d./ L!a /fie ye At d c��e - .�.dy 4 .016. Of T K �r 1*AO -4 t here.-- ���D�t .8.5.1 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 Parcel Owner Report Parcel Number: 1132060133520 220 GRAND CONCOURSE Miami Shores FL Tax ID: 1132060133520 Owner Information GIGI FONG Current Owner: Yes Phone: DOUGLAS TURKEL Current Owner: Yes Phone: Related Permits Permit Number Application Date Expiration Date Status Awnings /Canopies/Tents ACT -5 -07 -1121 , W 05/31/2007 12/02/2007 EXPIRED Electrical - Residential EL -7 -06 -1888 07/14/2006 01/30/2007 CLOSED Imported Permit PL2003 -31 01/30/2003 05/01/2004 CLOSED Imported Permit BP2003 -768 05/13/2003 04/11/2004 CLOSED Imported Permit BP2004 -554 04/26/2004 11/30/2004 CLOSED Imported Permit BP2002 -2113 12/06/2002 07/28/2004 CLOSED Imported Permit EL2003 -7 (( 01/08/2003 01/01/2999 CLOSED Imported Permit BP2002 -1177 �G�I 06/28/2002 12/25/2002 EXPIRED Imported Permit ME2003 -86 05/16/2003 05/31/2004 CLOSED Imported Permit BP2002 -1884 11/01/2002 01/01/2999 CLOSED Imported Permit BP2003 -1933 12/12/2003 08/03/2004 CLOSED Paint PT -9 -06 -2364 09/18/2006 08/24/2007 EXPIRED Roof RF -6 -09 -939 06/05/2009 01/01/2999 APPLIED Friday, June 5, 2009 Page 1 of 1 Miami Shores Village Building Department 10050 -NE 2 Ave, Miami Shores, FI 33138 =� Tel: (305)795 -2204 e Fax; (305)756 -8972 RECEIPT PERMIT #. ��' /�-�� DATE: /contractor • Owner • Architect Picked up.2 sets of plans and (other) C;2n 44AM &Fne&V� Address: 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 PERMIT CLEARK INITIAL: RESUBMITTED DATE: U 01 J S 10q 1 1 PERMIT CLEARK INITIAL: Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 116128 Permit Number: RF -6 -09 -939 Scheduled Inspection Date: July 17, 2009 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: FONG, GIGI Work Classification: Flat Job Address: 220 GRAND CONCOURSE Miami Shores, FL Phone Number Parcel Number 113206013352 Project: <NONE> Contractor: JOHN BUSTA ROOFING INC Phone: (305)757 -7620 Building Department Comments Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 16, 2009 For Inspections please call: (305)7624949 Page 4 of 11 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 1 fl�` Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INS P- 117892 Permit Number: RF -$- =939' Scheduled Inspection Date: June 26, 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Hot Mop Owner: FONG, GIGI Work Classification: Flat Job Address: 220 GRAND CONCOURSE Miami Shores, FL Phone Number Parcel Number 1132060133520 Project: <NONE> Contractor: JOHN BUSTA ROOFING INC Phone: (305)757 -7620 Building Department Comments Inspector Comments Passed Failed 14-14 r ° a' Correction ❑ Needed Re- inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 Inspection Worksheet Miami Shores Village nn nm 10050 N.E. 2nd Avenue Miami Shores, FL �toR' Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I'NSPA' 16126 Permit Number: RF -6 -09 -939 Scheduled Inspection Date: June 26, 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Tin Cap Owner: FONG, GIGI Work Classification: Flat Job Address: 220 GRAND CONCOURSE Miami Shores, FL Phone Number Parcel Number 113206013352 Project: <NONE> Contractor: JOHN BUSTA ROOFING INC Phone: (305)757 -7620 Building Department Comments Infractio Passed Comments TIN CAP SPACEING False Inspector Comments Passed El 0411 Failed Correction Needed Re- inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. I , - , ,,,,, For Inspections please call: (305)762 -4949 0 ,,.e a ..F 114