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RF-09-6 j � Y !� � „✓Y+� � ,.-, � 2x - � ,fin, l✓ln2�5� 15i Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 CAR F :0 7/1 112009 Project Address Parcel Number Applicant 1270 NE 98 Street 1132050090310 PAUL ROGENSDORF , Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell P AUL ROGENSDORF 1270 NE 98 Street MIAMI SHORES FL 33138 -2561 Contractor(s) Phone Cell Phone Valuation: $ 27, SR HORRUITINEN ROOFING INC q Total S Feet: ... r ,.,... _..., 408 Type of Work: Re Roof Available Inspections: Additional Info: COLOR THRU Inspection Type: Classification: Residential Up Lift Report Tin Cap Final Roof Hot Mop Tile In Progress Nailing Affidavit Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $18.20 RF -1 -09 -33649 $ 342.35 $ 342.35 $ 0.00 Education Surcharge $5.40 Permit Fee - New Roof $350.00 Scanning Fee $12.00 Submittal Fee ($50.00) Technology Fee $8.75 Total: $342.35 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 January 13, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy January 13, 2009 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 ----------­­ ........ - --------- - ----------- - -------- - .............. _-_-_-------- - -- ----------- - - - - -- .. . ............... . ............................ . ............. . . ..... . 6 ---- - - Inspection Date: February 03, 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Tile In Progress Owner: ROGENSDORF, PAUL B 0 9 2000 Work Classification: TilefFlat Job Address: 1270 NE 98 Street FE Miami Shores, FL 33138- Phone Number Parcel Number 1132050090310 Project: <NONE> Contractor: SR HORRUITINEN ROOFING INC Building Department Comments Inspector Comments Passed 0 t' Failed El Correction Needed Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 02, 2009 Page 1 of 1 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION C F N 2 � � 0 9 R � � 0 � � 45.4 31 OR Bk 26707 Fs 2943i (ias) RECORDED 01106/2009 09:27:34 PERMIT NO. TAX FOLIO NO. l t�`° 009 03 Q HARVEY RUVINP CLERK OF COURT MIAMI--DADE COUNTY? FLORIDA STATE OF FLORIDA: LAST FADE COUNTY OF MIAMI -DADE: 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. + 7— VlOtfLA:, -4'+� Vii, T -. 5 , 55 0 V6 S Space above reserved for use of recording office 1. Legal description of property and street/address: S *1 '7 0 P IE iU I A lv li In oce 3 t 2. Description of improvement: -3-J -_ � Efc'� Owner(s) name and address: 11Z.2 a✓ r t PJ V 60 Q: E Interest in property: .2 `? 0 ^2 6 � j 4 1 a fez /' Name and address of fee simple titleholder. A 4. Contractor's name, address and phone number: �+ 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom noti s or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: A) jpo 8. In addition to himself, Owners designates the following person(s) to receive a Eopy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 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) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION. OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH �9aL&9E8QBA6V COMMEN WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. I HEREBY CERTIFY that this is a copy of Me `t CUQH ( Signature(s) of Owner(s) or Owner(s)' Authorized Ofi'icer/Director /Partner a °'' s or u By B ,AD2 Print Name tWC E Print N G gfts Title/Office lice Title /Ofl' STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this ° day of Ld By &we 14A ❑ Individually, or ❑ as for Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: q} (SEAL) o + + ' E �i Eljo vAdes ° ° t ` Y p U�L - ^1 c6 VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES A. �33 Under penal ties of perjury, I declare that I have read the foregoing and == o o Expires; , O', `'W that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer /Director/Partner /Manager who signed above: By GJJC,.. By al ► I Miami Shores Village g Building Department NOC/ =ftb� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILD RECER D Fp ING Permit No. PERMIT APPLICATIO JAN 0 5 209 Master Permit No. FBC 2004 - - -- -- - Permit Type (circle): Building Electrical Plumbing Mechanical QRoO ng Owner's Name (Fee Simple Titleholder) _ U Phone # 0 5 4& 7- eA J 8 Owner's Address f Cit}' - T A 0kek Zip —3 4 &3 Tenant/Lessee Name Phone # Job Address (where the work is being done) I X1 U �i C Q City Miami Shores Villase County Miami -Dade Zip 3 + FOLIO /PARCEL # -It '3 a 0 5 po 0 () Is Building Historically Designated YES NO >/ nn Y Contractor's Company Name . K fA (` f L 1 !�1 fV e-(l. Phone # 5QS 553 t)O Contractor's Address —­ �I to q o S �„ a� 4 5r City dYN i.A n State F � Zip 2Z) S Qualifier Name 5era4- 1 :H o r t LA: ti CO Phone # - 6 0 5 3 0;L3 State Certificate or Registration No. ( C 0 Gy O S Certificate ofCQmpetency No. Architect/Engineer's Name (if applicable) N A Phone # Value of Work For this Permit $ zfo Square ! Linear Footage Of Work: Tyke; of Work: []Addition�� ❑Alteration [ Ej ❑ Demolition Describe Work: 1•C Cr rc5c� 'rt t I C � F l eA A- n Submittal Fee $ Permit Fee $ �� CCF $ lD'o20 CU No4 iy $ Training/Education Fee $ S -q� Technology Fee $ v Scaling $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lenders 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 tice, the inspection will not be approved and a reinspection fee will be charged. Signature Signa Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of D2k. , 20 by 6n2 x r4 iiEr day o f 20(�, by S'Q.' cX�t.�. tic '; L who isl rson known to me or who has produced who is 2rsonaIl own to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUIRLIC Elio V aldes NOTAR LIQ Elio Valdes = ,� --Commission #DD392186 ' °� � ��' 9 - "Expires: FED. 02 2009 fir +CorUnission DD3921R6 i9 Q Expires; FEB. 02, 2009 Sign: �h ° ,;,r:� wwtiw.A;RONNOTARY.com Sign: �'f, ®F�� <' Print: J4 Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/08/06) S.R. Horruitiner Roofing, Inc. 9690 S.W. 34 th Street Miami, Florida 33165 �.. Telephone; (305) 553 -3023 ECLVI �C LICENSED & INSURED A� #CCCO26488 ®® tiww "Ws Do All Type of Roofs° •`° Commercial & Residential New Construction Re -Roof & Repair Free Estimates ESTIMATE AND AGREEMENT FORM Name: Sandrine & Henry Bazerque Date: 1224 /2008 Job Address: 1270 NE 98 St Phone: 0033175436021 fax City /State: Miami Shores, Florida 33138 Phone: Re -roof existing flat concrete tile roof and built —up roof over flat area Remove it to the sheathin cle an to a workable surface, and haul away all roofing debris. Replace any damaged up tol50 linear feet is included with the price. Anything over will be charged at the rate of $2.50 per foot. The owner is responsible for the hiring of a General Contractor at his or her expense to perform any and all work required to comply with the new Hurricane Retrofit Mitigation for existing site -built single family residential structures pursuant to section 553.844 F.S. not to exceed 15% of the total roof cost. New roof will consist of: Slope 1 #30 ASTM anchored to code, new lead shields around plumbing vents 3x3 galvanized metal around the edge and 16 inch galvanized metal at valleys. 1#90 ASTM felt mopped solid with hot asphalt, and install new flat concrete roof tiles. Roof tiles will be installed using the poly-foam adhesive method with mortar at the ridge, valleys) and edge. Built -up 1 #75 base sheet anchored to code, 2 plies of fiberglass felt applied with hot asphalt, 3x3 galvanized metal along the edge, I modified felt applied with hot asphalt. All work is guaranteed except for any damage(s) caused by fire, termite, uncontrollable forces of nature, tie -ins, any leaks from any roof top mounted equipment, structural defects, or any man made damage(s). GUARANTEE (10) ten years. Job accessibility MUST be granted : Not responsible for any damages to exterior and or interior, any damages to vehicles, any real property, driveways, parkmgland or spaces stomps, septic tank, sidewalks, fences, sprinkler systems, landscape, painted wails, windows, siding, gutters, screen enclosures, awnings, shutters, aluminum roofs, any other structures, rugs, mounted equipment, electrical pipes/lines A/C and or stands, A/C duct work, solar units TV antennas and or satellite dishes, sky lights All work to be performed in a workmanlike manner and in accordance with established practice. This agreement constitutes the entire understanding of the parties, and no other understanding shall be binding unless in writing signed by both parties. All accounts past due (30days) will be charged a 1.5 /per month interest with an annual interest rate of 18%will be charged, plus collection, service charge and reasonable legal fees. Price $26,800,00 1 payment $ 2,700.00 deposit due at signing 2nd payment $ 9,100.00 starting work 3rd payment $ 7,500.00 new felts installed 4`� payment $ 7,500.00 upon coion ESTIMATOR'S AUTHORIZED SIGNATURES Miami -Dade My Home Page 1 of 2 RECEIVED !A 2009 My Home MIAMI -DARE Show Me: Property Information Legend Search By: Property le Select ite Boundary Property Selected ly ® Text on Property Appraiser Tax Estimator �+! Street oV wyhway Summary Deta NE s a Mlang-Dade olio No.: County - - - -- -- ro 1270 NE 98 ST . Water ailing PAUL R ROGENSDORF &W ddreas: LUCIE M 1270 NE 98 ST MIAMI HORES FL W ! 133 138-2561 NE Property Information: rimary Zone: 1400 SINGLE FAMILY RESIDENCE LUC: 01 RESIDENTIAL -' IN FAMILY edslBaths: 3 loors: 1 ivin Units: 1 m� d' S Foota e: 583 Mfi' of Size: 12 263 SO FT ear Built: 1959 53 42 EARLETON Digital Orthophotography - 2007 0 112 ft HORES PB 43-80 LOT egal LESS E12.5FT & scription: 50FT LOT 4 BLK 3 LOT IZE IRREGULAR OR 117205-162605961 M y H orne I Pro perty Information I Property Taxes Sale Information: I M y Neighborhood I Property Appraiser M IS OIR: 17205 -1626 r o q le Date: 205 I Using Our Sit I About I Phon Directory (Priya I D isclaimer ale Amount 1$245,500 Assessment Information: ear: 2008 1 2007 If you experience technical dMBcumes with the Property Information application, and Value: 306 113 35.36 or wish to semi us your comments, questions or suggestions uildin Vs1ue: 86.55 please email us at We_bmaster. arket Value: $692 6 821 91 sassed Value: $692 52 411 Exemption Information: Web Site ear. 2008 1 2007 0 2002 Miami -Dade County. iome $0 $25 000 All rights reserved. E nd Homestead. NO NO Taxable Val Infor mation: Y ear: —� 2008 2007 Applied Applied Taxing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: /$692,665 $25$227.411 unty: $01$692,665 $2 $227,411 ity: 0/$692,665 $25.411 $227 411 hoolBoard: 0/$692,665 $25,000/ $227 411 Additional Information: http: / /gisims2. miamidade .gov /myhome/propmap.asp 12/24/2408 t FOCI { illililll{ Illiillilt {�� {�i1 {llitllirlli {i�11 C a OR 500 P s s :306?91 ,,, • DR Ek 2b5ti I:s 3967 - 396 {2oss} RECORDED 07/29/2008 14;43:45 7 VED u DEED DOC TAX 4TI4i -00 N 0 5000 HARVEY RUVINY CLERK DF C€ URT kV�tssies �..a.. CiIAE1I -DARE CD13i�TYr FLORIDA kddrt►ee: & 3"W= P A. 200 � 1Www6 ott V,,d Ft Lsudetrf k FL 33W FOLIO NO.: 11- 32030090310 ` i 1 'rAT C1R' W`A A ORY WARRANTY DEED is made thi of 7z� 2008, by and THIS >�'�'' T'QT betwee�a PAUL R. REeENsDGRF and LudE M. REGEI�Si7UItF, husband and wifie, whose address is420NW 1% High Springs, FL 32643, ( "Grantor"), and•HENRY BAZBR.QUE and SANDRDM BAZERQUE, husband and wife, whose address is 1270 NE 98` Street, Miami Shores, FL 33138 ("Grantee). (Wherever use herein, the terms "Grantor" and "Grantee" shall include singular and plural heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, wherever the context so admits or requires.) 'QyI'1'MSETH, that the Grantor, for and in consideration of the Sulu of TEN DOLLARS ($10.00) and other good and valuable considerations to the Grantor in band paid by the Grantee, the receipt and sufficiency of which is hereby acknowledged, hereby grants, bargains and sells to said Grantee, and Grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami Dade County, Florida, to wit: Lot 31"$ the East 12'/: feet thereof, and Lot 4 foss the {Nest 25 toot thereof, In Block Pao 80A he Pub acco inn to t ede at then o orded In Plat Book 43, Florid and said Grarrtor does hereby Bally warrant the title to said land, and will defend the same against lawf l claims of all persons whomsoever. SUBJECT TO: 1. Real estate tastes for the current ycar and subsequent years. 2. Covenants, easements and restrictions of record. 3. Matters of Plat. 4. Existing zoning and government regulations. S. Oil, gas and mineral rights of record if there is no right of entry. OR BK 26500 PG 3968 VAST PAGE IN VV'I''rMS Vvz=OF, Grantor have hereunto settheir hands and seals the dayaud year first above written. Signed, sealed and delivered in our presence: PAULR. ENS Prinrt � - k1 `� �, (SEAL} Ni. 0RF Ptin Name STATE OF FLORIDA ) } COUNTY OF 1504 } THE FOREGOINri WSTRUMENT was acknowledged before me this i y of Tgyi , 2008, by PAUL R. REGENSDORF and LUCIE M. REGENSDOIZF, husband i wife, who are personally known to me or who have produced as identifi n. a NOT C, State of Florida {'typed, prfnted or stamped name of notary public) My Commission. Expires: $' +ey Notary puLlic State of Florkla Joan P Kahn 3� g� I ty Crn°mwion DD489850 '�or�° t p,re ctt13.7009 LiWaMTN�EGEliSDOIeF EALE1Warne3Y>Jadn'Pd ' i ALTA OWNER'S POLICY - 10 -1792 WITH FLORIDA MODIFICATIOAfs you want information about coverage or need assistance to resolve complaints, please call 1- 800 - 729 -1902. If you make a claim under your policy, )u most furnish written notice in accordance with Section 3 of the Conditions and Stipulations." sit our World -Wide Web site at: httD: / /www.stewart.com POL [CY OE TITLE INSURANCE ISSUED BY + S .L f' Y A ice, 1 T I T IL E t + } GUARANTY COMPANY } SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVERAGE CONTAINED IN + } SCHEDULE B AND THE CONDITIONS AND 44PUL.ATIONS, STEwtNART TITLE GUARANTY COMPANY, a Texas + { corporation, herein called the Company, insures; of Date of Policy shown in Schedule A, against loss or damage, not { exceeding the Amount of insurance stated in Schedule A, sustained,'or' incurred by the insured by reason of: 1. Title to the estate or interest described in Sctieduie A being., vested other than as stated therein; } t } } 2. Any defect in or lien or encumbrance .on the";trtle, S. Unmarketability of the title; < + 4. Lack of a right of access to and from the jrd } The Company will also } p Y pay the costs, aftorheys' fees and :expenses ,ncurred in defense of the title, as insured, but only to the extent provided in the Conditions and.Strpulations } IN WITNESS WHEREOF, Stewart Title 'Guaranfy Company h;as caused this policy to be signed and sealed by its } } duly authorized officers as of the Date of Policy. shoirin in Scheduie'A; ;;, } STEW;A.RT TI'l`LE } } t#Vd22A.NTY CO" Chairman of the Boar Presi ent } } Countersigned: } a + a: GORQOi tat.. Authorized Authorized Signatory z �; �, . p q � { } stirhard M_ Whif pbrnn1r, P A N 1$Q$ o } Company } I3nrrh Mi ami F4aa rh F l Sri (in Crty State } } EXCli1SlONS PROM COVERAGE } The following matters are expressly excluded from the coverage of fhis policy and t fees or he Company will not pay loss or damage, costs, attorneys' } expenses which arise by reason of e 1. (a) Any law„ ordinance or governmental regulation (inciuding but hot limited to building and zoning laws, ordinances, or regulations) restricting, t regulating, prohibiting or relating to (1) the occupancy, use, or enjoyment of the land; (ii) the character, dimensions or location of any improvement now or } hereafter erected on the land; (iii) a separation in ownership or a change. in the dimensions or area of the land or any parcel of which the land is or was a part; or (iv) environmental protection, or the effect of any violation. of *these laws, .ordinances or governmental regulations, except to the extent that a notice of + the enforcement thereof or a notice of a defect, lien or encumbrance resulting_from a violation or alleged violation affecting the land has been recorded in the } 1 public records at Date of Policy. (b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect, lien or I encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy, but not excluding from coverage } + any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. { - 3. Defects, liens, encumbrances, adverse claims or other matters: (a) created, suffered, assumed or agreed to by the insured claimant; + { (b) not known to the Company, not recorded in the public records at Date of Policy, but known to the insured claimant and not disclosed in writing to 1 the Company by the insured claimant prior to the date the insured claimant became an insured under this policy; 1 (c) resulting in no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Policy; or (e) resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the estate or interest insured by this policy. } } 4. Any claim, which arises out of the transaction vesting in the Insured the estate or interest insured by this policy, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laves, that is based on: } r (a) the transaction creating the estate or interest insured by this policy being deemed a fraudulent conveyance or fraudulent transfer; or + { (b) the transaction creating the estate or interest insured by this policy being deemed a preferential transfer except where the preferential transfer results from the failure: } (i) to timely record the instrument of transfer; or (ii) of such recordation to impart notice to a purchaser for value or a judgment or lien creditor. ALTA. OWNER'S POLICY Order No: 08 -05 -01 SCHEDULE A PolicyNo.: 0 - 2125 -- 389435 DateofPolicy: 07/29/08 02:43 45 P • M. Amount of Insurance: 690,000.00 I. Name of Insured: HENRY BAZERQUE and SANDRINE BAZERQUE, husband and wife 2. The estate or interest in the land which is covered by this Policy is: Fee Simple 3. Title to the estate or interest in the land is vested in the Insured. 4. The land referred to in this policy is described as follows: Lot 3 less the East 12 1/2 feet thereof, and Lot 4 less the West 25 feet thereof, in Block 3, of EARLETON SHORES, according to the Plat thereof, recorded in Plat Book 43, Page 80, of the Public Records of Miami -Dade County, Florida. Authorized Signatory For Company Reference Purposes Only According to insured representation or vesting instrument(s), the street address of the property is: Street Name: 1270 NE 98th Street City /State/Zip: Miami Shores, Florida 33138 County: Miami -Dade Pin/Taxg :11 -3205- 009 -0310 The Company does not represent or insure the above address is accurate. . _ ... L" l r7'+Y� Y'K T 4 'f'1 r7"� r3'�7►'!'�7r lfti s ' c ALTA OWNEWS POLICY OrderNo.: 08 -05 -01 SCHEDULEB PolicyNo.: 0- 2125 -- 389435 This policy does not insure against loss or damage {and the Company will not pay costs, attorneys' fees or expenses} which arise by reason of I . Rights or claims of parties in possession not shown by the public records 2. Easements or claims of easements not shown by the public records. 3. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey and inspection of the premises. 4. Any lien, or right to a lien, for services, labor, or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 5. Any adverse ownership claim by the State of Florida by right of sovereignty to any portion of the lands insured hereunder, including submerged, filled, and artificially exposed lands and lands accreted to such lands. 6. Taxes for the year 2008 and subsequent years. 7. Dedications, Easements, Reservations and Restrictions as shown on the Plat recorded in Plat Book 43, Page 80 of the Public Records of Miami-Dade County, Florida. 8. Any lien arising under Chapter 159, Florida Statutes, in favor of any city, town and village or port authority for unpaid service charges for service by any water system, sewer system, or gas system servicing the land described herein. 9. Survey prepared by Miguel Espinosa Land Surveying, Inc., dated June 6, 2008 under Job No. A- -2893, reveals the following: a chain link fence violates the easement running along the south lot line of the subject property; and a chain link fence encroaches off of the east lot line near the southeast corner of the subject property. Exceptions numbered 1 - 4 are herby deleted from the Owner's Policy. Exceptions numbered " " are hereby deleted from the Owner's Policy. r i fw .i •+ ■ .� ,. Imo. /' ,i i sr ■ — i i s — 4 ELL kv MIPPOINNIEFIEN ' mow M Ruff mircom po r ,��.�..��..�,�,�s�.■...�■■�■■.� _�r� ri VOQF.4SVMQLIES.4M JIOOFTOP STRUCTURES • . . • • • • Florida Building Code gditlgn 20Q4 High- Velocity Hurricane Zone Uniform Penroit %?pU"&d • Section C LLQw Slope Application) Surfading* • • • *00 • • • Fill In specific roof assembly components and Identify manufacturer Fasteneespecfag for AticharAasa, Sheet Attachment: • • • • • • • If a component Is not used, Identify as "NA • ,,, , , , • , ' • • Field: "oc��L�arp, k Row �. ! C� ' oc System Manufacturer: Perimeter: 11 oc @ Lap, #Rows ,� e --&- oc Product Approval No.: �� � , �� • � Comer:" oc @ Lap, # Rows oc Design Wind Pressures, From RAS 128 or Calculations: Pmax1 Pmax2 Pmax3• W P 3 Number of Fasteners Per Insulation Board: � • s l� Max. Design Pressure, from the specific Product Field Perimeter Corner Approval system: Illustrate Components Noted and Details as Deck: Applicable: .hype, � �� Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. GaugeRhickness: Indicate: Mean Roof Height, Parapet Height, Height of Base i Flashing, Component Material, Material Thickness, Fastener Slope: 4 J L4 Type, Fastener Spacing or Submit Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Mate Insulation Base Layer. Base Insulation Size and FT Base Insulation Fastener onding Material: ��� Parapet Height - Top Insulation er: Top insula n Size and Thickness: Top 1 ulatlon Fastener/Bonding Material: - Mean O IS Roof Base Sheet(s) & No. of Ply(s): Height Base Sheet Fastener on Ing Material: Ply Sheets) & No. of Ply(s): �bv� p Ply S FastenerBonding Mat (pi: Top Ply: 0 Top Ply Fa s ner onndl Material: so Q p FLORIDA BUILDING CODE — BUILDING 1sm •. •• • • . .• •• • . MOP ASSMBLIES AND ROOFTOP STRUCTURES • • • • • • • • • • • • 0 0 Florida Building Coulee Edi dn:2004 • :: .' ' :: '.: fth- Velocity Hurrhmw Zom Unifmn Pem it AppllwM A Foam! :. • • • • Section D (gyp Sloped Roof SvA" . .. .,. .. - • • . . • .. Roof System Manufa u r: ' ' ' ' 0 Notice of Acceptance Number-: Minimum Design Wind Pressures, H Applicable (From RAS-127 or Calculations: 1: 1 P3• Z.l Maximum Design Pressure 1q PO (From the Product Approval Specific System): �� �I Steep Sloped Roof Description Deck Type: O Type Underlayment —riev COP Roof Slope: 12 Insulation: Fire Barrier: Ridge Ventilation? Fastener Type & Spacing: Adhesive Type: Type Cap Sheet Mean Roof Height ®� Roof Covering: . Type & Size Dry Edge: 18.34 FLOFdDA SUS:D>t G f'CW- -- SUWDW RW A3SE i4S. A* ROOFTOP STRUCTURES .... .... .... Florida Building Code EckIonj2cb4 0 • • • :: • High -Ve City NwTj=w Zane UMfom Pefed Ap"& m h'►orm� • • • • • Sec ion E die CalculationS) � • • • •. • • • For MomentbasWhksya m&cf omadw I+r2 M p.6, lam; forRA b Zbmaw weaterthaaor equal to the M vat+m for each wea of the t� dm the file is aocepmb4 i : : : : : • • : : P� Method 3 "Moment Based Tim Fe % r RAS TXr (P x �1) - M$• =1 = Mrl KJ�?[OVaI (P3: x a. `IN - 11tg:1 ° v t= �, r � S PmdoC2 Approval Mf '"C ' Method 2 - SwWwd Ile Calculations Per` able Bed Requaml Moment of Rmistance 0&) Rom Table Below Product Approval M - W vequfmd UwneM lash` Mean Roof Height Roof Slope 4 15' 2D' 25' 3tY 40' 2:12 $4.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4.12 30.4 3 33.8 35.1 37.3 5.12 28.4 39.1 31.6 328 34.9 612 28.4 28.4 29.4 3(1.5 32.4 7:12 29.4 25.9 27.1 28.2 30.0 #A4 ast b- mc di ncm2 p mc & m with a lip of mamma h &I system eadarsed by tto.&nward Comm Board of Rates and Appeals. Fm UpliftbaseatilesysomrsawMcthod3. the futF wi&dwvahreskrRtf&eFvaluesat+e dmnorequdtotheFrvalmes, for each area of the roof, dr= *c tide atum m wit umtrad is aver e. Method 3 °Moment Based We Calculaliaas Per RAS 127" (P x L x vr. _ __) - W: x cos t9 _ =F l Product Approval F (P x L x w= �) - W x cos B = F Product Apltrovai f (P x L = x w: _ ^) - W x cm 8 - F,3- Prodart Approval T:' Whew to ObtWn l Wbnna#M Dmaiptiolt S�/lllifOi fflwe to hind iesign PI or P2 or P3 127 TAW 3 or by an analysis pae�edby FE based on A.SCS 7 Mean Rcazf t3eigki H bbsilc RoofSbW 8 Job Sm Aerodynamic Multiplier d Product Approval Resiaring Moment due to MR Fcodnct Approval Gravity Atta 5ment Redmance M,f Product Approval Required Moment Rw"tance M Calculated Minimum Attaclunent F Approval Resssmnce Required Uplid Resistance Fr Calculated Avsmsga 711e WWsW by TW Dimensions l = PmdMAWwvA W = vvidlh A)] calculations must besnbminal to the building official at the time of Ptnr& alwilculim FLORIDA SUIL MG COD€ - BURMIG ism SECTION 1524 ; 0 o •: • • HIGH VELOCITY HURRICANE ZONES REQUIRED OWNt* gbTIPI0 IO J4' FOI FaOpP,ING ! CONSIDERATIONS • •.. •.• •�. 1524.1 As it pertains to this section, it is the responsibility of the roofin_q contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the settidn. Ve: pro Asions.af Chapter 15 of the Florida Building Code, Building govern the minimum requirements car;f Itsh*rfteof4e industry for roofing system installations. Additionally, the following items should be addresseJ as part of tlje jp eement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) re 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 renailed in a rdance 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). 0 3 i Common Roofs: Common roofs are those which have no visible delineation between neighboring . ownhouses, 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. C4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can, be vie ed 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 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 Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of e tructural 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. r ner' /Agent's Signature Date Contractor's S' atu Jk70 N) P79" Property Address Permit Number Rev: 112012005, Computer Sen4ces, Building Department • . ... . . . 0 0 . K tMIAiM AnIA�66 64TY,.ALORIDA METRO -DARE FLAGLERBUILDING BUILDING CODE COWBUANCE OFFICE (BCCO) OFFICE ; VW � 103 PRODUCT CONTROL DIVISION : •PA"i'OR*4 3I1JR•1563 •;385) 375►b.. FAX 115 -2908 NOT( 0 F A� TANCE (Nt)A) GAF Material Corporation • • ... . •, � • • •' • . • • 1351 Alps Road • • % • • Wayne, NJ 07470 so 0 0 0 0 0 :00 000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (in Miami Dade County) and/or the AHJ (m areas other than Miami Dade County) reserve the right to hive this product or material for quality assurance P product or material fails to perform in the accepted manner, the mannfacW= will incur the expense of such testing and the ART 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 come. This product is approved as described herem, and has been designed to comply with the Florida Building Code and the Haigh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF RUBEROW Modified Bitumen Roof System far Woad Decks. ' LABELING: Each unit shall for a permanent label with the manufacturers =me or 10go, city, state and following statement: 11 N&= I)a.de County Prods Control Approvve. 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 perfolmanceof this product. TERMWATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or mam&cture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other pain shall automatically terminate this NOA. Failure to comply with any scion of this NOA shall be cause far termination and removal of NOA. ADVERTISEMENT: The NOA neurilmr preceded. by the words Miami Dade County, Florida, and followed by the expiration date may be displayed. in advertising literature • N any portion of the NOA is displayed, them it shall be cone in its esitirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactm or its distri`birtors and shall be available for won at the job site at the request of the Building Official. This NOA revises NOA No. 03 -0501.02 and consists of pages I through 30. The submitted documentation was reviewed! by Jorge L. Acebo . NOA No.: 07.1203.01 Expiration Date: 11!06!13 eu Approval 1 of 30 Membrane Type: SBS/SBS Cold Applied • Deek Type 1: Woad, Non - insulated • '•, • oo d or wood lank decks' .:. • • Deck Description: / greater plywood P .. • System Type E(1): Base sheet mechaniu4 fastened to roof deck.,... • ... .. All General and System Limitations shall apply. • • •' ' ' . • • Fire Barrier. Fite dYm Fire Barrier Coating, VC=811ield Ft'd glass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAe #80 ULTIMA TM Base Sheet; STRATAVENT Eliminat0 Nailabde, RUBEROMP Modified Base Sheet, RUBEROID 20, RUBEROID SBS Heat WeldTM Smooth or RUBEROID SBS Hit WeIcPm 25 base sheet mechanically -fastener to deck as desc:ri` )ed below; Fastening GAFGLAS Ply 4, GAFGLAS Flex PlyTm 6, GAFGLAS #75 Base Shut or any Options: of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a finer spacing of 9" O.C. at the lap staggered and In two rows 12" o.c, in the field (Mw&mm Desta Pressure --45pq; .gee Gene W Lbn#adm #7) GAFGLAe Ply 4, GAFGLAS' Flex PIyTM 6, GAFGI.Ae #75 Base Shed or any of above Base sheets attached to deck with Drill -TedrK #12 standard, #14 or # 15 Screws and 3" Dri11 --TeOm steel plate or Drill TecTu AcwTrac Platte 12" o.c. in 3 rows. One row is in the 2" side 1RP. The other rows are equally spaced approximately 12" o.c. in the field of the shut. (Mwdmm Desta Pressure -45 psf, See Ge»er'al LbwWdou #7) GAFGLAe Flex PW M 6, GAFGLAS #75 B se S or any of above Base ID d roved aims rm ,% s nails and tin caps at a SlIP-Its attached fiiiiener spacing of 9 o cr staggered and in two rows 9" o.c. in the field (M Destn Premure S2.5psf, ,Sm dal,T.3mitsdm #7) GAFGLAS #80 ULTIMATM, RUBER.OID RUBEROID Smooth, base sheet attached: to deck with approve: ammular ring shank nails and tin carps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" O.C. in the field (Maces Dat u Pressure - 49P5f, See General Lhdftd&n #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TedTM #12 standard, #14 or # 15 Screws and 3" Drill Tedm steel plate or Dr&Tedm Ac cuTrac Plates, l2" 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. ( � Dtslgrr Pressure --6# psi See Generarl Llntir#artron #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill TeCTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggerecd in two rows 9" in the field ( wdmm Design Pre e - 0 psf, See GmeW Liu #7) NOA Na: 07-- 1203A1 Eniratlon Date: 11 6113 -GOU Approval Date: 03 Page 26 of 30 • . ... .. .. • • • .. .: .0 • • • GAFGLAS #75 Base Sheet or any of above Base sheets attached to tl 6fth Drill-Te'"'I #12 standard, #14 or # 15 Screwij and 3" Drill -TecTm steel plate or Drill Tedm AccuTrac Plates, r o.c. in 4 rAt One ;o':ris in the 2". ire. .The other rows are equally spaced approximateli 5 oc. in *N.Id oft% 404: (Mwdwm ,Uesign are -75 psf, See Gener;Ahri%00if07) •. Ply Sheet: (Optional) One -or more plies GAFGLAS PL(• 4, W% Ar. FIex Pbetw 6, GAFGLAS #80, RUBEROID MOP Smooth tr 400D$�.2� adhered in a full mopping of approved asphalt appliel•vttltln JW an lit a rate of 20- 401bs.Js q. Membrane: Gran One or more lies of R M EROID Mop Granule, RUBEROW Plus ule, 20, RIJBEROID KIM a '30 or RUBEROID ® 30 FR or RtJBEROID FR or RUBEROID ULTRACLAI) SBS m adhered in a full mapping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Or, One or mom� of RUBEROID MOP Smooth, RUBEROID Mop Granule, RUBEROID Mop 170 FR, RUBEROID Mop Plus Granule, RUBEROID 20, RUBERO1D 30, RUBEROID 30 FR or RUBEROID Mop FR or RUBERO O ULTRACLAD SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 12 gaIJ;sq. Sur&eIW- (Optional, required if RUBEROW MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbsJsq. and 300 lbsJsq respectively in a flood coax of approved asphalt at 60 lbsJsq or applied in a flood coat of Leak BusterTm Matrk' 103 Cold Process Adhesive applied at a rate of 3 galJsq. 2. GAFGLAS Mmeral Su&tccd Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced +Capslnet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bsJsq. 3. Leak BusterTm MatrixTa 303 Premium FlUred Aluminum Roof Coating, at 1.5 gdJsq. 4. Leak BusterTm MatrixTn 715 , Leak BusterTn MatrixTn 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galJsq. 5. Leak BusWTJe MWmTM 602 MB Xtra Eiastomenc Roofing Membrane, EnwWCo;WO roof coating applied at 1 to 1.5 gdJsq. 6. TOPCOAT' Surface Seel, TOPCOAT FftwWeld SB Solvent based Elastome ric Roofing Membrane applied at lto l.5 galJsq 7. Advance Green Technologies Photovoltaic Laminate solar enemy collector auxiliary roof equipment-installed m compliance with manufacturces specifications and applicable Building Codes. Maiduium Design Pressure: See Fastening above NOA No.: 07- 1203.01 Eaplrathm Date: 11AW13 Approval Date: 03106M Page 27 of 30 WOOD DECK SYSTEM LDWATIONS: •: • 1 A slip sheet is required with Ply 4 and Flex Ply Tm 6 when use4a j a q6 is h se or anchor sheet. ... • . I hEmimum W Dens Deck or W Type X gypsum board is acceptable to be installed directly over the wool deck. •.. . • . .. ... •• GE4EVALLEWTATioNs: ••' '•' : 0 g 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 Contro Approval guidelines. All other layers shall be adberecd m a full wing of approved asphalt applied within than EVT range and at a rate of 20"401hs3Jsq., or mechanically attached using the fastening pattern of the top la 3. All standard panel sizes are acceptable for mechanical attachment '@Vhw applied in approved asphalt, panel size shall be V x 4` maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over clod cell foam Ins. ulatiaa�s when the base street is fully mopped. R no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" oc.; or strip mopped. 8" ribbons m three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilatiar. Fnchding of the strips is not acceptable. A 6" break shall be placed. every 1T in each n"bbou to allow emu ventiladort. Asphalt application of either system shall be at a minimm rate of 12 lbsJsq. Nate: Spot attached system be Hafted to a mazbnm design pressure of 45 psi 5. Fastener king for insulation attachment is based on a Afrni nnim, Characteristic Force M value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. N the fastener value, as field - tested, are below 275 M insulation attachment shall not be able. 6. Fad spying for mechanical attachment of anchorlfese sleet or membrane attachment is based on a muumarm fastener resistance value in conjunction with the =xmium design value listed within a specific system. Sh auld 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 tWmn from Testing Application Standards TAS 105 and calculations m compliance with Roofing Application Standard RAS 117. 7. Peduwter and corner areas shall comply with the enhanced uplift pare requirements of these areas. Fastener densities shall be increased for both insulation and base sleet as calculated m compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Faigineer, Registered Architect, or Registered Roof Consultant (When this imitation is speefficully referred within this NOA, General ljmdbdm #9 will be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, andtor flashing termination designs shall c oufmm to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pyre zones (Le field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. meters, extended corners and cogs). (When this limitedOn Is spoMcally refwred widdiu Ms NOA, General Limitation #7 will not be app hic able.) 10.. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Cale and Rule 98-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No-- 07-1.01 R 11/06/13 Approval Date: 03/1160 R00FW(; pAATERIALS AND SYSTM y` '... • • •• •• . • g00F COVEFM IIAT&IINP9 its RDOF COVEMG MAnM&S (TEST) • GFU)3 Cvntir'ued Roofing Systems (TGFU }- C�iftn� i 40 TiC 0 : a .� /2 GZ Sartadng: Gravel at 400 be /$% kxm laid or a sblocks at 10 5 �heeeWonaw ��►q' more�laj�s 1, or G3 " nat more il�n 1 /8•l0 � One or layers ftb r �s (S�onooth or Lararsile), lSQ and spaced rmd 3 De46 MC • fiber wood 3/4 1 1/2 in �i �Cyraniile lam". • or "16" at 13 gal /sq or T or - Type G2 ... g$" on "ice Ferule, - feft Base brane ( � Granule I (nmodit ed } 6 ' � • ` • • • • i $� 163 iae:1/2 " S Gravel- Ot�z r»c j� ffim 3l'1 / min, is= s 4. D ed� c -15/ btairm 1/4 � J;socyairwram P l'� aottaw Pow 81ass fiber or woad fiber, m y . �+ T°ech f anule 1" (» �' Bm Sheet Wpdwu : 0( w or in' l ayer s Typ GI, G2 or tG P •, imp �3�yle� t 171. } Ot�e ur more layers ' °r Granule), B 1`kle thuk.c a with �.� of No. 10 � pta t" (nth or Granule) p t toe (or Wit 12 A Itn �s Granule" - or 5. I?er n t 1' ffiac or wood a Su vel inerwe in Memlbran "Rnb T Grp 1" - b'a t lb /sq or 7 Decd GISt32 one or more layers pecf,, wood Mm gloms Su*dng 3 /4•to 1/2 in dram river bottans. rte. /' ` perhte/ e havers w i� lei tm 10 b /sq ff and. more ns W wood /�� ban "1 /$ iA. 13 B.. Sheet: Two or more layers Type G2 or G3. 6 WuUO rs a )Palysiyr 2,-in. b , rate,- ' laid ply Sheet ( o v: t>ne or T (S?naoil` or Granule), 10984 - - �ormmlay s e "fiverGuard or °Ev�Guard i$", 1 I00 mr1 C �, �- To,,, G:anub Plus"', tW t °! mule} lately: ° or MW Pbis �e "' (3!4 - 1212•iit ) of 1000 ib or Kaaralc No 97, I IlZ -3 gales l l 'ItaliftV River 1 10MM s Lncli 3/4 in.. min, isocya- 7. Decic C •" ":. � t� or mot a perlite /� 00111 I "Slueeb t or more l Ate muale, urefitaw P r TPll lirs",'b . paste I-1/2 b►-�*- * Gl. G2 or G3. IWrG m Bade Sing (Opll the or layers "for ) rbott�ms�,t3l4to1 -112 df�a }at1(%101bs /sq OrieurnumlaYed - .; einooth or Granule) VAVera `Rnbdd. • ' 8 > 32 mdin� 1/2 ., ..; , ;•Baae"Sheet: Two or more byexs Type GZ, �S ~Or- � A Atu coaftC at 12 gal /�i 1/2 "gveRCG,iard ' : 45 iidi 9 . Dada c 15/ mile One or more layers pe 3 y at 10001bs /�l°r �, urethane, pe ree/bocy fe `aaapo ! i ^ a c,11/2 m m - pavers. .1/2 Base Sheeb �mY � (P GI.AS 875 Base , am !# y 1. : One 4 rar lam pebble, wood j / my S� one or �e layers�GIIGA1FGi'p'S Ply 4 , hot mopped r wale wmpoWte, � & wood ffier /isogmurafe , ph any m � d ' GAP l Mitered coaYing " at .1 -112 One or more layers Type Gi, (2 or G3. S> dher Coat Emcd iou" at 3 gal/sq. 1 •Sheet (Opttonalr �Twrh" ( o Grauule), >�� One or move I yers ot.Granule) 10 " "Itl�semid Mx ch Grain de ( d u. Deed m''TR� in a floodewd ofbot 12. Deleted Su�in�' Gravel, 400 bs /srl,iooselaid or 13. Deleted ImMse: 1/2 De 2 Dedc NC' • iacl'm 1/2 �( On or more la T ype GI, c7 o r cam. 4 . w a 15132 .�, .,�y�,uate, urethane ° Ban Shed Mefidwane ()m " orGra to Tord arch L:raiuile �dP" Granule) Sh & � � •}T G2 or G3 base sheet, fort moPpe' or � Karn o. 97,11/2. 3 gal/sq. or fl shed y o layers Type Gl, last mopped Y 3. Deco NC hrdiiie: 1/4 lace, Insulation. (Optional. one or more layers pedIW wood fiber, >l WWm b,,,, "Rubecaid Mop 170 F� i,.ci ll2_- fiber, any �� � or more layers Gl, G2 or G3. 6 Insulates► (�= Pedite, fiber glass ' ' Base• Sheet (Option lay ers 'orG..Ae), offset 6 in. from joints - Membrane: One or more lay Granule" or "Ruberoid pedite/ �fe crsmprssite, it»>>etoid Torch Granule Plus ", Raberoid. Wp B. Sheet One or more layers IVpeG2 or G-3 base sheet W rE1oPPf " 4 Mop plus Granule". or ncedianitnlly fastened. G-L tut iitUllped •- coafi w Karnak No. 9'/,1 -1/2- 3 gal /sq. Ply Sheet (Optional* One or morn layers Type 4 ' Deck: C -15/32 Indme: /2 om p ore p " or " Rubemid M buttlation: Ore or more layers pate• $ a rn lma te; ul Membrane: One layer mad Torch Snr tli bane, pe isacyanurate (o cag+i te, P 6 in.}. M 170 M "- nolitti 14/2 iii. min tlticlaness ffset' fi'ly Joints one to "Ruberoid op Base Sheet: One or more layers T)Tse G2 or t3. Incline;1 c 1'1 Sheet (Optlonalh. One m more layers Type G1. I7. Iissatatiau NOpbonath Perw, fiber glass, wood fber', �Yanm Membrane: Ore or mace layer`s "Ruberoid f°rdn" (fib or Granule} ite /isocya'nurate rnmp to " "Rubemid Torch Granule Pins", "Ruberaid „ (Smooth Sheet � or more layers Type Q or G3 base sheet hot M QIPF Base ' or - %ke aid MV Phis Garaunle . or medwicallY fastened. Kawak No. 97.1112 - 3 gal/sq. . F LOOK FOR THE UL MARK ON PRODUCT .. .. . . . .... . MIANt+ • • • • �A1Cl�lil�t. IDA l99o1Ci' C70Nfam my • • ZZEU - 15G • l �Jg*F:� A7C 375 -2909 ....... NOTKZ QF ACCi rr AlWX Q40 . . • . . - 21715 $0 TumbsA T.X77YZ scam T�1�Aisis�oda�ir� pct �ensea£ " T9�e mtuftd babeoaradmedbydWBCW go d aoc by dmBu§dMSCoftmd P • Review Com mifta to be mooed in Cceety aid o&m mm v &m allmved by *8 AndmItY Having JbdWkdo t(AM4 • • .•. . . • ... • • M • f RoonwAssmaL Sub RudMva&m'hw PROM MAW MACTU MM BY AiA TM • • • f•• • • • • a •• . • • .. •f• •• • ••• • • • • •• Y •• • • • • • ••• •• PRUI'1UC1'S MMWACrUM .�M 0f M AMOWbwft He mead • wAher=omfpabpwAln6OtQdd a WhOsiv 14A Alzm;mwRv- ASM lAb& D 9 ASMD 1621 12PSIftMmUcdwtod8e Ted ASTM D 2623 T AnM D 2127' 28 PSI ttrgis* OAS Lia1.1e • mQj* a V�'T ag 2 3.1 PC= Ojm - ° F., weds 2 ASTMDZ325 @la` .10% . may, 2 weeks Ck=d CACombd AS MD2856 NOW md om�fa � gvmdstim by Y�y�r • . . . . . . • •' : 0 0 : .' • • • . . • .:. •.• :.. •.• ..' smawa t5UR11 n7m: �+ Teak A>y Tot ldmdi§W _ ;•. •. 257818 -IPA TA� :: 0 •. IW6" 254438 -3 113 0 • • 15 25-7438-4 25- 7438-7 SSW 1 1-93 II AVM 25 -7492 S8 11-93 12/12-935 Miles NB 58 831 ASMD 1623 Omy" Poles lam. 9637-92 ASTME 108 0433 Sca westPle=Mmhbsdbft 01- 6743-011 ASTMS 108 IUHS094 OI- 6739-+0RAPI ASTM R 84 OL1$l9S Trh*Y Bosbuaft 70SOA23&1 TAS 114 WA4196 CoIcAcot Cogx Tesfg ganic= 52U54 -2 -1 TAS 101 1 528454 -1 528454 -10-1 52DI09 -1 TAB 101 MUM 52D109 -2 S20109"3 • 5�10� 6 520I09-7 5201914 TAS 101 03/02199 5MI09.2 -1 LII�IITA9�dN� 1. lie iffi uatp�t�� Rekr tr�O�Yr�oaf111eAyfaar8re 2. PdYPMSAH160" soWybousedvrftftbw � &hilOtHapeffim 3. NbMWMMdWkYAWWt sbaU be in wig ftRooft Apps Mudwd RAS 12D. 4. RoofTiie fm rdw asp afPvbpm* AM60 xmWMo adWWw will► f�3rt� si'ad! 1n � wl8r TAS 101. S. RoofTlb mumbeftw acquirkeg socepimm for the um of RAIKSSTKK vMttVo adkdw wih their tiles sift tee w1lb TAS 101 whh mdm 1 0.4 n dis . I w NE ROAMeaft"M DAM 4 ft#nl Apprmd Dow MOM 1te3 of7 .. . • . . • .. • . . Table 1: Adbadve #1 AH Polyp=® AH160 contsfam Ann c yVft dW Stud t'aMdi M Ned Lure BUILDING PERMrr ; Aan* cfdb symbm . . ... . . . ... .. .. . . . .. .. . .. . . .... . . . .... ..... .... ADUOMPLACZWM *00 0 00 SUMS P AML ANu t t "42" r- ,r zqdmd=VAMWAWII mm AffwvidDx6w6dWW vmemw P8df7 • •.• . .• SURKSPAT" 00 00 :00 00 AML ANu t t "42" r- ,r zqdmd=VAMWAWII mm AffwvidDx6w6dWW vmemw P8df7 • s .ESE• .P'itAL:LL 1 :1 RAJ_ _ h Es ! ts•. 1- MIAMIQ A EE • �, .; • . M14MI -DADE COUNTY, FLORIDA • ; 91E174)-PA;;$ F; AFLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) • • •.440 V"T&GLWST*JET, SUITE 1603 PRODUCT CONTROL D1lVIS10N MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE OA :. ; ; • : " . • • MonierLifetile, LLC • ' ' ; •, ; ZOO Story Road ' ' • ' • • • • • • Lake Wales, FL 33853 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 AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fads 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 code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA.will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause far termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages I through 7. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 4228.03 Expiration Date: 44126112 Approval Date: 04/267 Pace 1 of 7 • ... ROOFING ASSEMBLY APPROVAL ; ; .'. 0 •, Cates Roofing '.' ..• Su b-Calff,oa: Flat Profile Roofing Tiles • • . . Matte Concrete • • .::. • • • 00 SCOPE: ' ' • : • • • •: This new NOA approves a system using MonierLifetile Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured MonierLifetile LLC and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description MonierLifetile LLC 1 =17" TAS 112 High profile, interlocking, one S Saxony 900 w =13" shaped, high pressure extruded concrete 1- 5/32" thick roof the equipped with three nail holes. Slate For direct deck or battened nail -on, mortar 1- 9/32" thick set or adhesive set applications. Shake & Split Shake Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for w = varies use at hips, rakes, ridges and valley varying thickness terminations. Manufactured for each tile profile. SUBMITTED EVIDENCE: T t A jLnc Test Identifier Test Name/Repart Date Redland Technologies 7161 -03 Static Uplift Testing Dec.. 1991 Appendix III PA 102 & PA 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. PA 101(Mortar Set) The Center for Applied 94 -060A Static Uplift Testing March, 1994 Engineering, Inc. PA 101 (Adhesive Set) The Center for Applied 25- 7183 -6 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Direct Deck) The Center for Applied 25- 7183 -5 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik Drive Screws, Battens) NOA No.: 07- 0228.03 Expiration Date: 04/26/12 Approval Date: 04!26107 Pane 2 of 7 Test Azenc Test Identifier . • • •West Nem e Do Date . — The Center for Applied 25- 7214 -1 • Static V esti� p� �' $ � � March, 1995 Engineering, Inc. PA 102 • (4•{�uik- Dive. §crew, Direct 1K) ... The Center for Applied 25- 7214 -5 • •' Static TJp Jk- Testing ; March, 1995 Engineering, ,Inc. PA 102 (1 Quik -Drive Screw, Battens) Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix H PA 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Redland Technologies P0631 -01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Reiland Technologies PO402 Withdrawal Resistance Testing Sept. 1993 of screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -77 PA 100 Atlanta Testing & R1.894 Physical Properties Aug. 1994 Engineering, Inc. R2.894 PA 112 R3.894 Celotex Corporation Testing 520109 -1 Static Uplift Testing Dec. 1998 Service 520111 -4 PA 101 Celotex Corporation Testing 520191 -1 Static Uplift Testing March 1999 Service PA 101 Walker Engineering, Inc. Evaluation Calculations 25 -7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7584 December 25- 7804b -8 1996 25- 7804 -4 & 5 25- 7848 -6 Walker Engineering, Inc. Evaluation Calculations 25 -7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers January 2007 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Evaluation Calculations Restoring Moments Due to February 2007 Gravity Nutting Engineers 130 TAS 112 January 2007 a NOA No.: 07- 022&03 Expiration Date: 04126112 Approval Date. 04/26!07 Paae 3 of 7 • • r: • • .: • •• . LIMITATIONS: • . • 0 . 1. Fire classification is not part of this acceptance. 0 ::: :. 000 2. For mortar or adhesive set tile applications, a stiWc .figld ; uplift test shall be performed in accordance with RAS 106. • • • • • 3. Applicant shall retain the services of a Miami - Dale to�.C�tifitd Lagoratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such t4flng%bdfl` a submitted to the Building Code Compliance Office for review. 4. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 5. 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. INSTALLATION: 1. MonierLifetile Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 2. Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight W (lbf) Length -I (ft) Width -w (ft) MonierLifetile Saxony 900 11.5 1.417 1.08 Slate Shake & Split Shake Table 2: Aerod namic AMulti Ilers - 7; I fl Tile ;L (ft) {ft Profit Batten Application Direct Deck Application MonierLifetile Saxony 900 0.289 0.313 Slate Shake & Split Shake Table 3: Restorin Moments due to Gmv - ft-lb Tile 2".12" 3 "12" 4 ".12" 5 ".12" 6".12" r :12" or Profile rester Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck Slate, 7.16 8.12 7.08 8.03 6.97 7.91 iV 6.82 7.74 6.65 7.55 6.46 7.34 Shake & Split Shake NOA No.: 07- 022&03 K Expiration Date: 04/26/12 Approval Date: 04/26107 Pave 4 of 7 • ' "' i i i i •i• Table 4: Attachment Resistance Exprekded�ts8 'fflebtr Off fbf} for Nall -On - tiffig '.' 00 Tile Fastener Type Direct Deck Direct Deck Battens Profile (Wn•16/3Z" �(min.1913211 *of 1134 Saxony 900 2 -10d Ring Shank Nails 30.9 • • 38!l 17.2 Slate, Shake & 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Split Shake 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 118 Screw 30.8 30.8 18.2 2 48 Screws 81.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail 24.3 24.3 24.2 Field Cli 1 -10d Smooth or Screw Shank Nail 19.0 19.0 22.1 Eave Cli 2 -10d Smooth or Screw Shank Nails 35.5 35.5 34.8 Field Cli 2 -10d Smooth or Screw Shank Nails 31.9 31.9 32.2 Eave Cli Table 5: Attachment Resistance Expressed as a Moment M (ft-lb!) for Two Pa Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Monier0etile Saxony 900 Adhesive 31.3 Slate, Shake & Split Shake 1 See manufactures compo nent approval for installation requirements. 2 Dow Chemical TileSond Average weight per patty 13.9 grams. Po m Product, Inc. Average weig per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - M (ft -lbf) for Sin le Pa Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance MonierLifetile Saxony 900 Polyfoam Pol PMTM 118.9 Slate, Shake & Split Shake Pal oam POIYP 40.4 3 Large Paddy placement of 45 grams of PoIyP roTm. 4 Medium wddy placement of 24 grams of Po Pro Table 58: Attachment Resistance Expressed as a Moment - M -lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Monieri-ifetile Saxony 900 Mortar Set 43.9 Slate, Shake & Split Shake 5. Tile -rite Roof Tile Mortar NOA No.: 07-0228.03 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 5 of 7 • , • , • LABELING: • • • ' • • • • All tiles shall bear the imprint or identifiable markug of the rp�wufaduz'er's'Qame or logo, or following statement: "Miami -Dade County Product Control Approved". Of •• 10 t •'• •• :•• •• MONIERLIFETILE LLC, S AXONY 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .PROFILE DRAWING NAIL HOLES • 1 5132 ® (sh") 1 9132 ° (shake 97 • OVERLAY 5 13 • WATERLOCK M ONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) NOA No.: 07- 0228.03 Y Expiration Date: 09/26112 Approval Date: 04126107 Page 6 of 7 t. • ... • • • •.. ' • 0 .i. 0 ! • i • ... PROFILE DRAG mg; . • ... 0 • . dr�'� MO NIERLIFETmE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) MONIERLIFETILE SAXONY 900 CONCRETE R OOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE N NOA No.: 07 -0=03 Expiration Date: 04/26/12 Approval Date: 04126!07 Pace 7 of 7 a. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL R Phone: (306)795-2204 Fax: (305)756-8972 ........... ................ . ................. . . .... . . ........... . ...... . . . . ............... — - -------- ------------ - ----__-- -------- - -------- . ............. . ........... . .. — - ----- - -------------- . . . . ............ 1 3-3112 RE ................. f ffloffi.� Scheduled Inspection Date: February 09, 2009 Permit Type: Roof Inspector: Annese, Salvatore Inspection Type: Final Roof Owner: ROGENSDORF, PAUL Work Classification: Tile/Flat Job Address: 1270 NE 98 Street Miami Shores, FL 33138- Phone Number Project: <NONE> Parcel Number 1132050090310 Contractor: SIR HORRUITINIEN ROOFING INC Building Department Comments Inspector Comments Passed Failed El Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-Inspection fee is paid. February 06, 2009 Page 6 of 3 Inspection Worksheet ES � Miami Shores Village 10060 N.E. 2nd Avenue Miami Shores, FL Phone: (306)796-2204 Fax: (306)756-8972 ........ . ..... - Scheduled Inspection Date: February 09, 2009 Permit Type: Roof Inspector: Annese, Salvatore Inspection Type: Up Lift Report Owner: ROGENSDORF, PAUL Work Classification: Tile/Flat Job Address: 1270 NE 98 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060090310 Project: <NONE> Contractor: SIR HORRUITINEN ROOFING INC Building Department Comments Inspector Comments Passed Failed Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 06, 2009 Page 5 of 30 � q jt4 NL A — No 18 6 j w FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB INSIGHT•M0VA'n0N* WMGMTti3itil 16701 Southwest 117th Avenue - Miami, Florida. 33177 Phone: (305) 378 -1991 - Fax: (305) 378 -1997 ON —SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH MIAMI —DADE BUILDING CODE COMPLIANCE PROTOCOL TAS 106 �� _ SITE SPECIFIC INFORMATION Owner's Name: , � IP-- Permit ®� Job Address: 2 q E3 a jg� " li Roofing Contractor i5_ Type �f Tile: 1 — S ate Installed �® Approximate Roof Height: _M eet® 3 �, Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof: pc> ft Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100X, Shimpo Instrument Date: - 0- Lo ° ------------------------------------------- TEST RESULTS P = PASS, F = FAIL �� = up � � rye: ; �3ar�`: Ti�tile� u9� " 1�s�r1�' ~, ►� �..� e�F� 1 28 51 78 2 27 52 77 3 28 53 78 4 29 54 79 5 30 55 80 8 31 58 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 80 85 11 38 81 88 12 37 82 87 13 38 83 88 14 39 64 89 15 40 85 90 18 41 M7O 91 17 42 92 18 43 93 19 44 94 20 45 9 21 98 22 47 72 97 23 48 1 1 73 1 98 24 49 1 1 74 1 99 25 50 k 1 75 1 1 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. RESPECTFULLY SUBMITTED BY: VT4 13 V �,-, / Vinayagar M. Balakrishnan V. P. I- UcG# 63107 Miami -Dade Lab Certification # 07 -0612.11 State of FL Certificate of Authorization # 27273 � ��� .;Nei; � � ►' �' �,;+► W IMMMMME —ENT, NN oWl" ����'�'iC�'�,�i`�ii(��l►. --��� ='' "° .��.. ' -�� rift ZIA he i= ss..: rarar��..a�arrear�a� :a�r�a�e�%� i Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL .40 . . . . . Phone: (305)796-2204 Fax: (305)766-8972 - ----- -------- - - - --- .......................................... . ........... - - ----------- -- - ----------- -­­ - ---------------------------------- .................... . .. ..... ---------------------------------------- ----------- AS 0000 110 OXHO Inspection Date: January 15, 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Nailing Affidavit Owner: ROGENSDORF, PAUL Work Classification: Tile/Flat Job Address: 1270 NE 98 Street NE Miami Shores, FL 33138- Phone Number Parcel Number 1132060090310 Project: <NONE> Contractor: SR HORRUITINEN ROOFING INC Building Department Comments Inspector Comments Passed koL Failed El Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. January 14, 2009 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL . . . . . . Phone: (306)795 -2204 Fax: (305)756-8972 ---------- ---------- ............ ......... .............. . ..................... . ....... . . ...... . --------------------------------- ..... . ......................................... .................. . .............................................. ............... ... H. Inspection Date: January 16, 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Tin Cap Owner: ROGENSDORF, PAUL Work Classification: Tile/Flat Job Address: 1270 NE 98 Street NE Miami Shores, FL 33138- Phone Number Parcel Number 1132050090310 Project: <NONE> Contractor: SR HORRUITINEN ROOFING INC B uilding Department Comments Infraction Passed Comments TIN CAP SPACEING False Inspector Comments Passed Failed El Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. January 14, 2009 Page 1 of I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 --------------- ........................... ......... . .................................... . ................. .................. . . ...... - --------- .............. Q37(0 ......... Inspection Date. January 16, 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: PE Certification Letter Owner: ROGENSDORF, PAUL Work Classification: Hurricane Mitigation Job Address: 1270 NE 98 Street NE Miami Shores, FL 33138- Phone Number Parcel Number 1132050090310 Project: <NONE> Contractor: SALVADOR CONSTRUCTION INTERIOR REMODEL Phone: (305)793-7089 Building Department Comments Inspector Comments Passed Failed El Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. January 15, 2009 Page 1 of 1 + v A A -1 CONSULTING ENGINEERS, INC. ROOF STRUCTURES CONSULTING UPLIFT TEST EXPERTS L.A.B. CERTIFICATION No. 01- 1224 -5 4383 SW 70 CT, MIAMI FL33155 TEL 305 -740 -9550 FAX: 305 -740 -9550 Jan/ 13/2009 To: Miami Shores V81age 10050 Nomthew 2nd Avenue Miami Shores, Florida 33138 Re: 1270 NE 98 ST MIAMI SHORES, FL 33138 Dear Sirs: A REPRESENTATIVE FROM OUR OFFICE INSPECTED THE ROOF FRAMING AND ROOF ANCHORS AT 1270-NE 98 ST MIAW SHORES FLORIDA 33138, AND WE HEEBY CERTIFY THAT IT COMPLIES WITH THE FLORIDA BUILDING COMI MSION HURRICANE MITIGATION RETROFITS MANUEL SECTION 201.3.2 FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL, STRUCTURES. This report is based on limited visual review of existing structural components. Please do not hesitate to contact my office if you have any question. Cordially, Remberto Contreras P.E. P.E. # 21522 A -1 CONSULTING ENGIN INC, Certification No: 07 -0306.03 Renews: 01- 1224.05 Inspection Worksheet Miami Shores Village 10060 N.E. 2nd Avenue Miami Shores, FL Phone: (306)796-2204 Fax: (306)756-8972 ................... ....... . ....... ... . ........ . ... . .. . .............................................. . . .. . ............. . . . .................... . ........ ....... Inspection Date: January 16, 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Owner: ROGENSDORF, PAUL Work Classification: Hurricane Mitigation Job Address: 1270 NE 98 Street NE Miami Shores, FL 33138- Phone Number Project: <NONE> QWW�arcel Number 1132050090310 Contractor: SALVADOR CONSTRUCTION INTERIOR REMODEL Phone: (305)793-7089 B uilding Department Comments 1� Inspector Comments Passed fiY1 Failed El Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. January 15, 2009 Page 1 of 1 Ut. Inspection Worksheet Miami Shores Village 10060 N.E. 2nd Avenue Miami Shores, FIL Phone: (305)795-2204 Fax: (305)756-8972 ...... . .......................... . ................ . ... . ........ . ........ . .............................................. . . ................... ..... . . . ............................... . ..................... ...... . ...................................... V .1 Inspection Date: January 16, 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Hot Mop Owner: ROGENSDORF, PAUL Work Classification: Tile/Flat Job Address: 1270 NE 98 Street NE Miami Shores, FL 33138- Phone Number Parcel Number 1132050090310 Project: <NONE> Contractor: SR HORRUITINEN ROOFING INC Building Department Comments Inspector Comments Passed �Q Failed El Correction Needed Re-inspection Fee No Additional Inspections can be scheduled until re-Inspection fee is paid. January 15, 2009 Page 1 of 1 owl Miami Shores Village q ��r t> g 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 E � Expiration: 7/1 r _ 'N Project Address Parcel Number Applicant l 1270 NE 98 Street 1132050090310 Miami Shores, FL 33138 Block: Lot: PAUL ROGENSDORF N Owner Information Address Phone Cell PAUL ROGENSDORF 1270 NE 98 Street r MIAMI SHORES FL 33138 -2561 Contractor(s) Phone Cell Phone Valuation: $ 2, 000.00 SALVADOR CONSTRUCTION INTERIC (305)793 -7089 Total Sq Feet: 0 Type of Work: Hurricane Mitigation Available Inspections: Additional Info: Classification: Residential Inspection Type: Final PE Certification Letter Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $1.20 RF 1 -09 -33651 $ 57.10 $ 57.10 $ 0.00 Education Surcharge $0.40 Permit Fee - Repairs $100.00 Scanning Fee $3.00 Submittal Fee ($50.00) Technology Fee $2.50 Total: $57.10 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 January 13, 2009 Authorized Signature: Owner / Applicant 1 Contractor / Agent Date Building Department Copy January 13, 2009 1 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. � _ L - - PERMIT APPLICATION ter Permit No. FBC 2004 JOIN 5 209 Permit Type circle): Building R �+ 11 !Ae, Owner's Name (Fee Simple Titleholder) 't I ef L C Phone # Owner's Address, tic 54 - City Ail` ANA. State Zip Tenant/Lessee Nnne Phone# Job Address (where the work is being done) Q10 N City Miami Shores Village County Miami -Dade Zip FOLIO / PARCFL # Is Building Historically Designated YES NO Contractor's Company Name Ste- l y P ra gt ne # l S - 7 — 7 ID _ Contractor's Address �/!� �-e no c 7 A City — 4 fit —i / State C 1 Zip Qualifier Name Phone # e,> State Certificate or Registration No. B y 07 a �; _ Certificate of Competency No, Architect/Engineer's Name (if applicable) A) I pf Phone # Value of Work For this Permi t e / Linear Footage Of Work: Square n $ 9 g Tye of Work: Addition []Alteration []New [ Repair/Replace( Demolition r Work• tT �. �; Submittal Fee $ Permit Fee $ © ©� CCF $ Mary $ TraininglEdacation Fee $ Technology Fee $ ,, arming $ Radon $ DPBR $ Zoning $ vnd $ Code Enforcement $ Double Fee r�7 Structural Review. $ Total Fee Now Due $ ., 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 Addres 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;..a&, work will ' be 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 d6ne 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 Jr the absence of such posted notice, the inspection will not be approvedtnd a reinspection fee will be charged 9 Si Ow ge o actor The foregoing instrument was acknowledged before me this The foregoing instrument was a actor before me this ®- day of , 20 1, by - ldeyrq ,, ,y day of W - � , 20 qJ by 54 V4 who i on known to me or who has produced who is; rsonally kno n to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY Pun C: ,,,� „��,,,,, X110 Y�ld�� ` 110TAR I.IC: , 00 W P� ► ►,, Elio Val A° Q �� ° Commissiar i D392186 o ° °g�Y P °.e's �= 2049 °.Commissiar D3921g6 Sign: q5 spites; fkli, 02, -- t : �o Ott n� 2009 ° ®Y` ` 1 n: a t� ° s ue •+ ��d liPSi B'`tro c.+, g F o° Print: t . 'gyp „de` �1W�V.AAROPd OTARY.COdi1 IV My Commission Expires: 2-- O My Commission Expires: APPLICATION APPROVED BY: '” 1r Plans Examiner Engineer Zoning (Revised 47/10(07)