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FW-11-1987Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 165900 Permit Number: FW -10 -11 -1987 Scheduled Inspection Date: January 12, 2012 Inspector: Bruhn, Norman Owner: MANZO, LAEL Job Address: 9720 BISCAYNE Boulevard Miami Shores, FL 33138- Project: <NONE> Contractor: PP3 CONSTRUCTION CORP Permit Type: Fence/Wall Inspection Type: Final Work Classification: Masonry Phone Number Parcel Number 1132060143260 Phone: (305)757 -5129 Building Department Comments REPLACE CEMENT WALL Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments eL January 11, 2012 For Inspections please call: (305)762 -4949 Page 9 of 31 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): Address: 7' 7 .2 e /3 ,sect i/,d,- City: 141, r r. cS'Gt o s -s Tenant/Lessee Name- /V /%0 Email: '#9e/ j f7U 4.,,e1 Permit No. OCT 2 6 2011 Master Permit No. Phone#: 3os- 757- 9 7 S® State: /= e Zip: S3 /38 Phone#: JOB ADDRESS: 97a® /3t.5`rve- ,C3 /mod City: Miami Shores County: Miami Dade Zip: 3.313B Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: /2/73 ('® it's ,4, c 6 rsv, �a gyp, Phone#: 3o5 - 369 -ee145 Address: '75d Are- 94,,,A .S6tCt )" City: ®/fc s. g� State: F - Zip: 33 /-?g Qualifier Name: (4,6err e / Resew teeee z Phone#: 305- 3 tr3 9-004 - E State Certification or Registration #: C O C /S/ 50 5 Certificate of Competency #: Contact Phone#:. 305-- 3 eG f- 006 S Email Address: &t he ' pr 3 e caws l:r Yi c /i 0,4,4 e'a /`1 DESIGNER: Architect/Engineer: Vre leavz ,&a-4 Phone#: 30 5 . Vat- 6-0 36 Value of Work for this Permit: $ / S6 ®. 6'''' Square/Linear Footage of Work: 0® C T Type of Work: ❑Addition DAlteration ❑New ,Vtepair/Replace ❑Demolition Description of Work: Rr©1 - efrf0 5' r° �J4-// Submittal Fee $ Permit Fee $ 06° CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ V(e et ' t Bonding Company's Name (if applicable) Bonding Company's Address AV/1 City State Zip Mortgage Lender's Name (if applicable) ./St Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection f will be charged. Signature Xi Owner or Agent The foregoing instrument was acknowledged before me this A b day of ® ° , 20 1 , by t -.QLl iZ• kant.40 who is personally known to me or who has produced ak 3) l iakS L i tigirs identification and who did take an oath. NOTARY PUBLIC: Sign: C Print ec . G, .S"i1.sit" , Qatz My Commission Expires: * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY , NUy1 ,sggi ANACAISTINA R. ROQUE _ir: -�? MY COMMISSION 8 EE 068488 ' EXPIRES: July 18, 2012 Banded Tin Notary Public Undenurtters • Signature The foregoing instrument was acknowledged before me this al° day of DC+ , 20 I l , by i€ 1 a who isrsonally known to me)or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: sn a . fLoCALE My Commission Expires: * * * *** * * * * * * * * * * * ** /C7-Sfli Plans Examiner Structural Review (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) J3 ANACRISTINA R. ROQUE am -__ MY COMMISSION # EE ` EXPIRES: July 18, 2012 '�9P,F��•• Bonded Run Wart Public Und nets s i rod *** * * * * ** / Zoning Clerk CODES FLORIDA BUILDING CODE 2007 ACI 318 -05 ACI 530 -05 ASCE 7 -05 AISC ec 26 ?011 CONCRETE ALL CONCRE I E AND GROUT SHALL ATTAIN A MIN. 28 —DAY STRENGTH Fc' = 3000 PSI. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GR. 60. FOUNDATIONS THE FOUNDATION DESIGN IS BASED UPON A NET ALLOWABLE BEARING PRESSURE OF 2000 PSF. SUB —GRADE SHALL BE COMPACTED TO 95% MIN. MODIFIED PROCTOR DRY DENSITY. FOOTINGS SHALL BE CENTERED ON WALLS /COLUMNS U.N.O. TOP OF FOOTINGS SHALL BE A MINIMUM OF 8" BELOW FINISH GRADE. MASONRY MASONRY DESIGN SHALL COMPLY WITH THE REQUIREMENTS OF ACI 530 /ASCE 5 /TMS 402 & SHALL HAVE NET COMPRESSIVE STRENGTH F'm = 1500 PSI. MORTAR SHALL BE TYPE M OR S. GROUT ALL CELLS SOLID BELOW GRADE. 8" CONC. W/ 1 #5 ,rio.rni Shores Mage ti.f-PRCVED 11, DATE ZONING DEPT � � 7O'2% l BLDG DEPT i'dl� R1EtJF.CT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNT`( RULES AND REGULATIONS v WALL SECTION CONT. CONC. FM. W/ 2 #5, BOTTOM SCALE: 3/4':1'-0° -� CONT. CONC. FfG. W/ 2 #5, BOTTOM IIN MN FILLED CELL W/ 1 #5 VERTICAL AS SHOWN, MAX. = 4' -0" O.C. 11 WALL PLAN SCALE: 1/4 ° -1' -0' AI1R6901388 VICTORdINC4 AR-1:017103 370 NI ie1e1 Sreat Iulmd m.Raid° 33138 Set 3059101030 lac 14074084220 emit Pad bra Oda � Wader Mock wall for Memo Residence 9720 Biscayne Boulevard Wilms' Shores, FL 33138 how waft OMNI MN WALL PLAN & SECTION, AND NOTES A -1 OF 1 CORAL GALHAPAINSC,TY-3111314°4 THOMAS J. KELLY, INC. DADE; (306)444-7898 DIM: (306) 779- 32•$ FAX : (300/ 441-6494 LAND SURVEYOR SURVEY NO'1 5U'1 SHEET OF lc_ SKETCH OF SURVEY SCALE: I" =20' A c.I... nice- Iqz, oi75 Ma a 15' 4L.1-t.\( } _ 9U.- Yy,�� y' - riSKia.4 6 41 � P e TiFL" o► _ _ � liga O �% 19' /sd 'r I4' fir Ve o,Za =slv eL. o, o' --IJW ) i 133'V2 w at W 67els "11 r ckrti 6 (M), 51;48- Q A GS.S. MU- E ICe, Of I0'to 0,25' 1WO; ?31E SuB Crreo .; Flirt FrP34, AT P.c. New Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 166261 Permit Number: FW -11 -11 -2046 Scheduled Inspection Date: January 11, 2012 Inspector: Rodriguez, Jorge Owner: MARIA GONZALEZ, ISABELLA DCTDI 17CI 1 1 Job Address: 9546 NW 1 Avenue Miami Shores, FL Project: <NONE> Contractor: GREYSTOKE CONSTRUCTION INC Permit Type: Fence/Wall Inspection Type: Final Work Classification: Wood Fence Phone Number Parcel Number 1131010240240 Building Department Comments WOOD FENCE SHADOW BOX 5' HIGH INSTALLATION Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 10, 2012 For Inspections please call: (305)762 -4949 Page 18 of 37 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO. Iii -11Ot - OZ4 —OZQti STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain teal property, and In accordance with Chapter 713, Florida Statutes, the following Information is provided In this Notice of Commencement. 11111111111111111 11111111111111111111 11111111 CFN 2011R0700648 OR Bak 27863 Ps 1205; (1Ps) RECORDED 10/18/2011 15:54:30 HARVEY RUVINr CLERK OF COURT IIIAIII -DARE COUNTYr FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: Za.4%)D4,-.)..j efr 310 130.1 'Aar AuG p or, of improveme 3.Owner(s a and address: Interest In property: Name and address of fee simple titleholder. 4. Contractor's name, address and . • e no alaer. • r q�..._t a.. .ia .gym . �av Pp •,�„�, a 3 �l f(4 r,F( Ii - . :. a1��. *mss. 5. Surety: (Payment bond required by owner from contractor, If 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 notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor'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 rem unless a different date Is speclfedj WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, 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 YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDIN • - : CE OF CO ENCEMENT. Signatures) f Prepared By Print Name o .:d • • 4' rtilirelkur Titie/Office ©u).i S STATE OF FLORIDA COUNTY OF MIA I -DAD The it—Zirig it-Zing ins men as a• 1 • _ed before ethis By Q. 423, rt.) ❑ Individually, or ❑ as for ❑ Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated In it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owne1(s)'s Authorized Offider/Director/Partner/Manager w Irector/Partner/Manager Prepared By Print Name Title/Office day of Zgrat Jumwmpzomons Q, \ 1. I!!✓ By 123.0142 PAGER 9110 By STATE OF FLORIDA COMM( OF to Q I HEREBY CERTIFY that this is a true copy day of on Ina! flied in this office on A D 20 __..._ ----- MINES" hand and Official Seat HARV./ VIN, CLERK, of Circufit and County Courts D.C. By /.hI Miami Shores Village Building Department t ` ', i' ^ '` 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 I 1 r �� Ay) PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING Permit No. Ya 11 -2040 Master Permit No. OWNER: Name (Fee Simple Titleholder): ISABELLA PETRUZZELI Phone #: 786- 301 -6411 Address: 9456 NW 1st AVE City: MIAMI SHORES State: FLORIDA Zip: 33150 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 9456 NW 1st AVE City: Miami Shores County: Miami Dade Zip: 33150 Folio/Parcel #: 11 -3101- 024 -0240 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: GREYSTOKE CONSTRUCTION INC. Phone #: 786-380-9841 Address: 8799 NW 99st STREET City: MEDLEY State: FLORIDA Zip: 33178 Qualifier Name: GUSTAVO BLAZQUES Phone #: 786 - 380 -9841 State Certification or Registration #: CGC1510710 Certificate of Competency #: Contact Phone #: 305 -822 -2804 Email Address: AMAGROUPINC @YAHOO.COM DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 2400 Square/Linear Footage of Work: 331 Description of Work: FENCES e ❑New ❑Rgpair/Re lace ^ baremVolm Type of Work: ❑Addition ®Alteration **** **** * *****x *** *** ** a** ** ***x *** ****Fees****x *** *** * * * **** axe* *** * *** **** ************ Submittal Fee $ Permit Fee $ ff /tld CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature LA,AI Vy er or Agent The foregoing instrument was acknowledged before me this Z day of ®C '1b 20 14 , byYS42 & j irJ ?vt , Signature Contractor _ The foregoing instrument was acknowledged before e thisZ day of Oeklbt < , 2011 , by 0v$1Aaa �►� who is personally known to me or who has produced . N—. who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Pat& • State et fiorlda 2 o �� �;;,•° Cot Natot # 00 836602 NOTARY PUBLIC: 1 .`a ROMERO Sign: ary Public - State of Florida Print: ,�1' } ? .�. '.Y Nov t6 2012 '•'' cot∎ Commasvpl rt W 438602 My Commission x %er'i% % %� — % * ***** * ** ***** *:x*x ************ ************ ****** x:: x*** :x**** *** * * *** * ****e:*** *** *****x:** ** *** ** * * ***�x�x� *** 61 APPROVED BY A/61i Plans Examiner / G Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) CO0.1103810 I. OD fi3geoz pik EgbaSO ic 501 5 61011A PPM • eitii6 01 tiellOg MAY C WHO ,1 DATE '08ATC‘El NUMBER :v.,- ' • 0 _OS Z'lO 2M8028589 •• •■•••• E • ''':.t)%;yr':1".:.'"A" 1,1r: .Ylf•V"iklc!it.;:011f AW.4412773 STATE • OF FLORID _ ••,r •••• • • ARCiENCI; OF.:411iSINESS.::AN33 PADF.E.SgION CONSTRUCTO • EGU.LATI ON' • :.• ,• • S laQ# LO 9 0 5220 0 i4 DATE • ATCH NUMBER: LICENSNBR ' • • 7P:4 . • • • 05 22/2009 10813221734))3216234..- The BUSINESS ORGANIZAtX* Nanied below IS QuAtipug:i Under the provisions titChaiStsr 489 F.S. Expiration date: AUG 31, 2011 (TRT.s IS NOT NOA LICENSE TO PERFORM `compAjsr-44-7(2. p.0 BUSXNESS ONLY • IF: IT GREYSTOKE; .CONStRUCTION angT.OggAq1a$ • : -3'. 102 55:''Nki.;:::'5W:-.T.ERRALE. MIAMI • FL 3:3178 • • r :4•1 • • . WORK,. THXS r• . 1:IAS A OPAL I FigRA • ';;;"?.:. .; • ;is % '; • ^; • • •. •••••,, ...• _ CHARLES ".4 SECRETARY ' " • • ....... • en,,.nuuy WnuvUWR,, roruLAr0em ®r Insurance A aL7" Page 2 of 2 Date:10/18/2011 09:55 AM Page:2 of 2 CERTIFICATE OF LIABILITY INSURANCE OP ID: AM DATE (MM/DDNYYY) 10/18/11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the poilcy(ies) must be endorsed. If SUBROGATION IS WANED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER W.F Roemer Insurance Agency William F. Dowd P.O. Box 1 Fort Lauderdale FL 33319 William F. Dowd III 954 -731 -5568 954 -731 -8438 CONTACT NAME: PHONE E -MAILa Extr ADDRESS: PRODUCER GREYS -2 IJSTOMER ID At �, No): INSURED Greystoke Hurricane Protection LLC 8799 NW 99 Street Medley, FL 33178 INSURER(S) AFFORDING COVERAGE INSURER A : Association Insurance Co. NAIL • 11240 INSURER B : Essex Insurance Company 39020 INSURER C : INSURER D : INSURER E : INSURER F : COVERAGES • • ,av,l,06,n• THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INTE R TYPE OF INSURANCE AD' tNSR SUBR wvo POLICY NUMBER POLICY EFF (MWDD/YYYY) POLICY EXP ({d 4070RT y) LIMITS B GENERALLIABIUY X COMMERCIAL GENERAL LIABILITY X OCCUR 3DF9143 07/02111 07/02112 EACH OCCURRENCE $ 1,000,000 FREMIES Ea oNTErrDence) $ 50,000 CLAIMS -MADE MED EXP (My one person) $ 1,000 GEN'L 7 PERSONAL a ADV INJURY $ Excluded GENERAL AGGREGATE $ 2,000,000 AGGREGATE LIMIT APPLIES PER: POLICY n 28 n LOC PRODUCTS- COMP /OPAGG $ Excluded $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ UMBRELLA LIAR EXCESS LIAR _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RhitNTION $ $ $ A WORKERS COMPENSATION AND EMPLOYERS' UABILIT Y ANY PROPRIETORJPARTNERIEXECUTIVE Y / N � D(CLUDED? C (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N IA WCV007745201 05/13111 05/13112 WC STATU- I OTH- X I TORY LIMITS) I ER E.L. EACH ACCIDENT $ 500,000 E.L. DISEASE -EA EMPLOYEE $ 500,000 E.L. DISEASE - POLICY LIMIT $ 500,000 DESCR)PTION OF OPERATIONS / LOCATIONS /VEHICLES ICLES (Attach ACORD 101, Additional Remarks Schedule If more space is required) CANCELLATION MIAMIS2 Village of Miami Shores 10050 NE 2 Ave. Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH 7HE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2009109) 0)1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 573858 -9 BUSINESS NAME / LOCATION GREYSTOKE CONSTRUCTION INC 8799 NW 99 ST 33178 MEDLEY THIS IS NOT A BILL OWNER GREYSTOKE CONSTRUCTION INC Sec. Type of Business TA MERAL "BUILDING CONTRACTOR THIS , .,..t BU SINES SS TAX RECEIPT. IT 00® NOT PERINf' THE HOLDER TO VIOIATE ANY EXISTING REODUTORY OR 7G LAWS OF THE cwNTY OR CITIES. NOR DOES IR PERMIT OR EXEMPT U� HOLDEFI PROW ANY REMISED BY LAW NOT A TIO OF TAN H. � °U - PAYMENT RECEIVED NU IS -DADE COUNry TAX COLLECTOR: 08/15/2011 60000000145 000045.00 SEE OTHER SIDE FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 — DO NOT PAY RENEWAL RECEIPT NO. 598445 -6 STATE* CGC1510710 WORKER /S 1 DO NOT FORWARD GREYSTOKE CONSTRUCTION INC GUSTAVO J BLAZQUEZ PRES 8799 NW 99 ST MEDLEY FL 33178 111,,,11. 111,,,11 „1,,, f ti 11„1,11,11! 1„1,1,11,1„ We L' 11— (si,orcii.p Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. fir/4 U-// Job Name geT4. u=.0/// Date 15j11•17114& CRITIQUE SHEET Tito /A 1,0 EN alo 01E fie) � i . 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Issue Date: Not Issued Expires:Not Issued Folio Number:1131010240240 Owner's Name: ISABELLA PETRUZELLI MARIA GONZALEZ Job Address: 9546 1 Avenue Miami Shores, FL Owner's Phone: Total Square Feet: 331 Total Job Valuation: $ 2,400.00 Contractor(s) GREYSTOKE CONSTRUCTION INC Phone Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: No Date Denied: 11/2/2011 Comments: A TRASH ENCLOSURE OF NOT LESS THAN 40 SQUARE FEET IS REQUIRED ON YOUR POPERTY ALONG THE ALLEY. ti Fe LPertON \ - - 1 6 r r4Pt+ k ? = 0.83- r t G -OAS id =at 5 9 31.43 ? CF.r 14 341.43x5,e5 I•4xO.91— 03 it- r1 =Z,933 -4 5 = 55.5 Z� �3 3 - 1269 es Z 0 6c C F} e CK oft I it) e2errevrs � 1 t1 zo, 110 46R fsr- x 2 C1 = IR.3 PLF r-1 35i9#-,,1/4) Os E 21‹ � = ��d(o' aow���� 1 Z6nx (43 ZOop e 51 of( 2.06 6411V-Air Ie6 S 0,5)6(n3 W= 410.(x�;�- Zi.5Q1.F ez 9546 nw 1ST AVE 3 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buldingcode Clopay Building Products Company 8585 Duke Boulevard Mason, OH 45040 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 fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 9'- 0" Wide Steel Sectional Garage Door APPROVAL DOCUMENT: Drawing No. 103287, titled "Pan Door 9' W +54/ -62 psf', Sheet 1 of 1, dated 04/07/04 & 03/03/05, with last revision 03 dated 08/2010, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear the following permanent label: Clopay Building Products Company 1400 West Market Street Troy, OH 45373 and the statement: "Miami -Dade County Product Control Approved ". RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 0316.01 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. 9546 nw 1ST AVE C NOA No 10 -0908.07 Expiration Date: September 15, 2015 Approval Date: October 13, 2010 Page 1 4 4 3 2 MODELS CLOPAY 84A. 94. 9B. H94 (24 GAUGE) MODELS HOLMES 48 (24 GAUGF 4F 4 D OI SOLES ATTACHED TO ODOR SAN lam PATENTED TOG-L -LOG 9YSEM. ALL SEC Moo NA4E (2) CLINCHES AT ME TOP ON (2) 2042tES AT THE BOTTOM OF 0401 Ea0 STILE. END STIES ON 180 SEDD NE HAVE (4) WADIES CNN, DNIMBALID ACROSS 110 PALE 00 THE SECTIO.1. ENO STILES ON 21' SECTIONS HAVE (6) WOOS 0V0O.Y 05TRIBU+ED ACROSS TE PACE OF ME SE°MR. NtERNEOMTE STILE ARE ATTACHED ITCH 102 -L -4.00 (TOP & 801702) AND 9RETHAE AOIFSN1 (0.002 Ce+ER). SEE SORE TAME FOR 0144. *202402005100(08110 nos 000240000 RL) 102. DOOR WIDTH . 0' -0' PENEELIDNOTTN SNAP LA101 ENGAGES ONTO VFAIEAL 14104. ONE SNAP (.460 6 W o0. ' NEER. MILE STILE OLE PASSE TroOLE 21 1LYa H oP B LOCH BAR souses TRACK °NN (04 SSE .Rye1 OF DOGE E10 io SEE INTERND. TINT[ anio pogo No NEEN OW REOLOCTOTTS SCION I Iz 0010 1 202. LOOM NAVE 1/0.' MOP OSITO SOP 00002 art° Wm O3TH Our= AM FoLT LOCK Moe OIL (FEE NNW OF DOI LTDI FOR MOM • END SOLES ATTAC05 TO DOOM SM NM MEWED 700-1 -LW SYSTEM ALL BECTON NAYS (2) 01400405 AT TIE TOP NO (2) CLMGO:S AT THE D0(10° OF 04801 ENO STILE END HMIS ON us• DSTI0BUIEO ACROSS ASE 01' THE SEC° EVENLY ENO STILES ON 21• SECT= ROVE (6) CLINCHES °MY 05T0BUED ACROSS THE FACE OF THE SECTION. 10100 ®WE STILE ARE ATTACKED *IN TOG-L -100 OOP & BOTTOM) AND 9107080E A01E5NE 01040 cone). -' A SEE S111E 1184.E FOR DIY. (000 POSH N NON =No Pan IE9BY PER Re M ENENTs O TN 202. LOOS NOE 5 /9' NOR TOTTED FOR OM WPM( KM O M WLT AND as NCH DOCK FOR °00714.7). REVISIONS REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION 02 8/2005 MW REVISED PER M -D COMMENTS 03 8/2010 SH REVISED DESIGN ENGINEER TABLE 1 WEBER DOOR HEIGHT OF SECTIONS. e 0 , '' (0 10 ea' ro +a'9' 000EON1A1 mar SLAT Sr (00R PS1AtLER (T° SOT) CENIFA HARD 00JRED 00R 0000 OR A .' MN 3 0A, °LW STIES FLAT BRACKET (RCN FASTENED TO 0002 JAYS TTN (3) 1/11'.1 -1/2' •000 LAG SCREW AND 10 TRACK NTH (2) 1 /4•- 20•/4' BOLT & NUT. 2'1' 2' CAW. STEEL 1025 (MACK THWOES 517.C1E0 o0. Jw8 YES) LIN BRACKET 2 -1/2' • 9-3/40 • (2CA AT1A01E0 NMI (2) (/A' • 3/0" SELF TAPP010 SCANS. 00RR81i HORI*NRN net*10. L1�F71171Aa renITIid• FASTENER ME -W0A0 • ON =TM =TAKE 0(506 STEEL OUSE -ETD MACH DATUM OR OWED) 1/4- . 3- (1 -4/4' mom TS 124201 MACHETE AY12R (2 -4 /r m. EDGE 05TONE) 9-1/2' 45dIIEfriUNTO HAT•>•rLrF•.yvs 'iFriI' EAS1iI''.•lide 4' vs �•rt:r>rT�TN I 0*EDIECEPa11 o(rHar.1nEff/FaErA©i. sO Si0•0* *- ITANYe 1E1.10NF..]IMI _• :08a:, " ifl lCd01 L abD alTii .-w a. a.'m,TaINFEN. a. av CEEB i irC.4TA'•NYCs511 LTT.1aRREi1 C'"i aSit i 1: iEID'9ECiE'SiE NESZI ET.L rr'0Q:S 114, 2- 4/•02 CA CALV. STEEL TRACK BRACKET. (NO 4.00 FFON 4000)) SCE 8011 1920 ENT00E3 INTO VERTOA1. TRACK. ONE 1.001 Ow EACH SSE 01 0008. EACK (ATTCNED TO 0008 SELF- APPNe S0EN9. JAMB TO SUPPORTING STRUCTURE ATTACHMENT Bps: 1) AL THE LOAD ROY OM DOORS TRANSFERRED TO THE TM% AND THEN FROM THE TWO TO THE 2x8 ARUM. SYP (OWE 12 OR OSTT01) JAGS. ND LOAD F*20 THE DOOR 1 ONFINIRED TO 10 RORSDN 1 OOP) JAN9. 2) ALL MC 055 0 00 l as BE (102 NOT REMISED) COLNTER0(0 TO PRINCE A FWSN Y00nNO SLNACE ]) A 1 SIRES$ 006/15¢ FOR OLIO LOAD EMS SE USED N TIE CALMATO, d' 14.4.0051E LOOS FOR ANDES AND iqA FOR 97004. CONCRETE AO YASNOM. WOOD FRAME BUILDINGS STUD WALLS OF MOOR OP000 swot es FAMED SOLO BY NOT LESS THAN (3) 209 Hi0RS*RE 1801700 514 (00AOE 42 OR BETTER) 0100 STES OF A mess GRADE NOT LESS THAN 1200 PS rE SEWS. RBER STRESS O 00000 (F.). STUD °A LS TO BE CONT0W95 FROM FWIING TO BLOCK WALL OR CONCRETg 218 SYP (000E 42 OR BETTER) WOO 4418 SMALL BE ANCHORED TO GROAN RE*O0RCE0 01001 TALL OR CONCRETE COMM. DL03t WALL CELLS SHALL BE FILED 0100011081102201021700000 slim i K TO F00F'00TNCtluf0PEER BLOCK °I OR CCCN6Ere0EO °. BLOCK BLS ANDINUOUS CO4CIET1 0*2000N TO BE 925500 BY ME RUR000 ENGINEER OR ARCHITECT OF RECORD. 2o6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NOT TO BE 1502 FOR AITACOEM OF TRACK MOLTS) 18 00. 1MFOYr0017 0X00 STOP YNAMN4 By 0008 0057.424 OD s0) +8 G we PASTED STEEL ENO SOLE. Dtol e0 STALE YOLARRES 2- 9/10.2'. 20 9*. PA111E0 STEC. LATER. SITE EiO1 ST°E Y05YRES Yar. 12 GA GAY. OEM TPAC* BRACKET FASTENED MOD J TO 111714 SOW LAG SCR° PER BRACE(. 2' OAV. STEEL 10100* 0.020' °°Cltp✓Ai0111. 8100+ BR 2901 11110100 000 ONE 1/40- 2029/00 BOLT & RUT !ffi 170 1/0' RIVERS. BOLO° TYPE FASTENER ME -W0A0 • ON =TM =TAKE 0(506 STEEL OUSE -ETD MACH DATUM OR OWED) 1/4- . 3- (1 -4/4' mom TS 124201 MACHETE AY12R (2 -4 /r m. EDGE 05TONE) 9-1/2' 1' 0.0. ... •N:.'AN,'°- .,;...a•°1EF)IR0EIIF('. •-... 1-3 4' EY9ED b T .... ,, ..,0 .. 2 -1 Mtt COE • • .. 4' 1• . .lin1L:a,.....f,.a'r'..Nr`a r;.'...::7E1C4If *• eep,,,'.:v41NIMME^.SI F5Q1iEIOD7l +wiy::4.1.GJftl:a./LLn_5o ONS..:TIirSIONLVN YN. EWE • FNX4NF51 A�$� Y/9CErN51P°ALLED AT LFASf(A51HOWR AS TIE OOW 6.0 104 ON CENTE0 45040. SINN 1 18 CO TALK. STEEL NBA. 1OVD1E) • FASTENED AC 141 40 BEET 805(1* 50005. 7/+8' P1SOM INSIALLE° ON FAC0 ROLLER 14 CA GALv. STEEL END HINGE ,FASTENED TO END STILES S /(4) EACH VA" Sal Trop100 5CRET5. & (`) E. SELL 80110 (l- 13/1.'.7/(944- 1 /4'). 2,25 op. Moons roads, mom rao m0.• Es Vo. )-- 2' 000t SEMEN A-A (2 TIT ON. y2'. Ms MP 00.1 MMET -1/r. n-3eT. not MOST ADO® (s) wort MB nO KOS POs BOOM SIRP TAP MOOS / 9AAPORTP4 STRUCURAI (*11+0015 SAW. BE OEs1RED sr A 0001•0810 PR07215ES21. OONEER FOR SOD WAGE SNMN 02 THS IORARNO. parPARA1NAI OF JAMBS BY 81HFRa Vir r Y1Ai Qasm • " 111 B`yr /2a 005X2. ENONEER: SCOTT HACITOL P.P. FWROA Pi 183215 (4 4 °0..a STEER. DO 7(5(OHINGE TO E SOLES T 4) paw 1 p) i s• g1F T SCREWS. 3' TALL • 20 EA GALY. STEEL 0-001 Tm U -BAMS PER SECTION. STFATCNN1 ��0�-B_AR ATTACHED SC(&1S` i S TAPPING AT 0421 0O AND INTERNED. SOLE LOCATION. RTI� BINS (7) 41 PTO BRACKET 40(81 5CRS'°S. ALUMINUM EXTRUSION & 110151 T00MRSTN91. ALUNONW A11A04D TO 5ECNON NM /9 • 1/2' SELF TAPP0O SCREWS AT 21 -1 /Y 02. ma. DESIGN LOADS: +54.0 PSF -62.0 PSF. PART NO.: N/A Unless S%OTed Otherwise TOLERANCES or. .0 3.031 .00 = 3.015 .000 3.005 .0000 3.001 Degrees a, t 1/2' Unless Stated Otherwise ONIENBI0N5 ARE IN INCHES. am nit _ 8585 Duke )340 USA Y 05. (10 D) 45040 USA )) TNA No. 513- 770 -4853 B92dNq FaX No. 513 -770 -4853 CLOPAY WINDLOAD RATING W8 DESCRIPTION: PAN DOOR 9'W +54/ -62 PSF DRAWN BY: RJK DATE: 04 /07/04 SCALE: N/A CHECKED BY: SH DATE: 03 /03/05 SHEET 1 OF 1 DWG. SIZE DWG. NO.: 103287 VER. MD 4 9548 nw 1ST AVE 3 2 D C B A 5