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RC-09-1697 x ; •vr�t G' bf,:d ............. Certificate of Completion I Miami Shores Village r 10050 NE 2 Ave, Miami Shores Fl, 33138 x, Tel: 305 -795 -2204 Fax: 305-756-8972 r Building Inspection Department y ` This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type Residential Construction Bldg. Permit No. RC -10 -09 -1697 Owner GARY LEVINSON Contractor LEADING BUILDERS, INC Subdivision/Project <NONE> Date Issued 05/2812010 S Construction Type Occupancy Single Family ` GARAGE CONVERSION & INT. REMODEL 1,400 SQ FT 186 NE 108 Street Miami Shores FL 33161- . P Oca ion 1 • on ` Bru hn, ' J z Building Officials Approval N orman Not Transferable a �.v ' f s►s' � � `t � POST IN A CONSPICUOUS PLACE �� g t . d� r' -'<-0 .� sYi °i' • "_ % j Y • a � .,•, - ".. ..� i . ;.,, ? , �a,,,+n ,�... � a _ ,� ; j .., _ i';� ,�,ry�,�' ' ,+. .: � . ?.: • i r ���..': -'4,y -. - y"r �'*'�./`F �� x±,. j y . � �, .r'.v _ � i�- ,� � a:. p� �'"" y e t _ � 1 ,��4t,4 �r � �' 3. ye, -+. 'iy. `�' ice' a .h.��D•k? � - � l�'{p� - •.,� 1 Er, ;� � �[.. • .�,r w6_ A'' #� 8 Ra, y '� - a '�i d r!R +�}�, � Q . $ �' I ��- Ri , w Prepared by and return to: Folio # RELEASE OF DECLARATION OF USE AND COVENANT RUNNING WITH THE LAND WHEREAS, A Declaration of Use and Covenant Running with the Land was recorded in favor of Miami Shores Village upon the following described property ("Property"): Lot 1, Block 209, of DUNNING'S MIAMI SHORES, EXTENSION NO. 5, according to the Plat thereof, as recorded in Plat Book 48, Page 21, of the Public Records of Miami -Dade County, Florida. a/k/a 186 NE 108' Street, Miami Shores, FL 33161 WHEREAS, the conditions for release of said Declaration and Covenant have been met; NOW THEREFORE, in consideration of good and valuable consideration, receipt of which is hereby acknowledged, MIAMI SHORES VILLAGE, a Florida municipal corporation, does hereby release that certain DECLARATION OF USE AND COVENANT RUNNING WITH THE LAND dated August 19, 2009 and recorded in Official Records Book 26994, Pages 1693 — 1694 of the Public Records in and for Miami -Dade County, Florida. MIAMI SHORES VILLAGE 10050 NE 2r' Ave Miami Shores, FL 3 138 By: Tom Benton, as Village Manager STATE OF FLORIDA COUNTY OF MAW -DADE The foregoing instrument was acknowledged before me this _� day of Jv.»v 20 r n by party listed above of Miami Shores Village, a Florida municipal corporation, on behalf of the corporation. He/She is personally known to me or has produced as identification and did/ did not take an oath. ti. n •. VALERIE J.BIERLEY _.: f:iY COh9DAiSSION u DD 620186 Notary Public, of Florida EXPIRES: December 6, 2010 ;; ' 6r:nnc�! Tpru Notay Pub::c: UndoncMes My commission expires: '2 -1 e t S NORE S 12orej 011a M iami G �� &Nr RICHARD SARAFAN OR VILLAGE ATTORNEY Ioo S.E. 2 ST 44 FLOOR BANK OF AMERICA TOWER MIAMI, FLORIDA 33131 (305) 349-2300-(305) 349 -2310 (FAX) Richard Sarafan Direct Line: 305- 349 -2318 Email: rsarafan@gjb- law.com September 8, 2009 Via U.S. Mail and Via Email Anthony Flores Code Enforcement Director Miami Shores Village 10050 N.E. 2 Avenue Miami Shores, Florida 33138 Re: 186 N.E.108' Street, Miami Shores, FL 33161 Dear Anthony: Enclosed for your records please find a copy of the Declaration of Use and Covenant Running with the Land that has been recorded in the Public Records of Miami -Dade County in connection with the above referenced property. I would be grateful if you would include a copy of this Declaration in the property file and tickle your calendar to inspect the property on or after February 15, 2010 to determine compliance. Please also give a copy of this Declaration to Norm Bruhn for his records as well (so that he can include it in the property file in the building department). If you have any questions, please do not hesitate to contact me. Thank you. Very truly yours, Ee� Richard Sarafan RS /dr 7718- 066/ #52 OR B,k 26994 Pss 1693 — 1694: (lass RECORDED 08/28/2009 10:4:23 HARVEY RUVINY CLERK OF COURT EXHIBIT "B" MIAMI —DARE COUNTYP FLORIDA p IF L 9 T9 9W3 MAY 2 8 2010 Prepared by. Richard Sarafan, Esq. GENOVESE JOBLOVE & BATTISTA, P.A. $Y ' " " " " " " " " """' Bank of America Tower, 44 Floor 100 Southeast 2 nd Street Miami, FL 33131 DECLARATION OF USE AND COVENANT RUNNING WITH THE LAND KNOW ALL MEN BY THESE PRESENTS: WHEREAS, MSHORES, LLC, a Florida limited liability company is the fee simple owner of the following described property ("Property") situated and being in Miami Shores Village, Florida: Lotl, Block 209, of Dunning's Miami Shores, Extension Number 5 (Subdivision), according to the plat thereof, as recorded in the Plat Book 48, Page 21 of the Public Records ofMiami -Dade County, Florida, (address) 186 NE 108 Street, Miami Shores, FL 33161; and WHEREAS, the undersigned owner has sought accommodations, including lien releases, from Miami Shores Village, and is providing this document in consideration thereof and to induce the.Village to grant same. NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is acknowledged, the undersigned does hereby declare and agree: 1. There remain several uncured violations of the Village Cods upon the Property as reflected in the Enforcement Orders recorded at Official Records Book 26575, Page 3781, Official Records Book 26575, Page 3783, Official Records Book 26575, Page 3786, and Official Records Book 26575, Page 3788, Official Records Book 25264, Page 1547, Official Records Book 25264, Page 1552, Official Records Book 25402, Page 852, Official Records Book 25402, Page 854 of the Public Records of Miami -Dade County, Florida. 2. Pursuant to a separate Settlement Agreement, Miami Shores Village has executed releases of the liens of the aforementioned Enforcement Orders in reliance, inter alia, upon the provisions of this Covenant; and the undersigned hereby covenants to effect the cure of all the code violations which resulted in the above referenced Enforcement Orders on or before February 15, 2010 (the "Cure Date"), failing which Miami Shores Village may impose a lien against the Property in the amount of $10,000.00, and the Village may also resort to any other available remedies at law or in equity, all without set off or defense. Notwithstanding the foregoing, in the event the undersigned is diligently pursuing curing the code violations but for reasons beyond its control has been unable to effect such cure by the Cure Date, Miami Shores Village shall extend the Cure Date until March 15, 2010. Nothing contained herein shall preclude further extensions of the Cure Date by written agreement of the Parties. 3. The Property is not currently homestead property and may not lawfully be occupied and shall not be occupied nor used nor claimed to be used as anyone's residence until such time as a valid Certificate of Occupancy has first been sought and obtained from Miami Shores Village with respect to such Property. 4. That he /she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above Property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, upon full compliance with the provisions hereof. Upon compliance with provisions hereof, Miami Shores Village shall execute and deliver to the undersigned a release and termination, in recordable form, of this Covenant. Q OR BK 26?94 PG 1694 IN WITNESS WHEREOF, the undersigned has/have caused S hand(s) and seal(s) to be affixed hereto on this day of August, 2009. WITNESSES:. OWNERS: MSHORES,LLC a Florida limited liability com By: G on, Managing Member Signature and Print. 4 ' Signature and Print �. STATE OF FLORIDA ) CO JNTY OF MIAMI-DADE) I HEREBY CERTIFY that on this day personally appeared before me GARY A. LEVINSON as Managing Member of MSHORES, LLC, a Florida limited liability company, on behalf of company, who is personallyimpn to me or has produced (type of identification) as and e e ac CnoW edge that he/she executed the foregoing, freely and voluntarily, for purposes therein expressed SWORN TO AND SUBSCRIBED before me on this _LL day of &4 167 , 2009.. My commission exp ires: —N89Fi��LSC,STAV OF FLORIDA ANTHONY J. DIGIORE c MY COMMISSION * DD528274 7eoFiro EXPIRES: Mar. 14,2010 (407) 3OM153 Florida Notary SeMca oom 7718 -001/ #307 5 MIAMI -DADE COUNTY CLERK OF COURT RECORDS DEPARTMENT 22 N.W. 1ST STREET MIAMI, FL 33128 DATE:08/28/2 TIME:10:41:23 AM RECEIPT:21619 RICHARD SARAFAN, ESQ ITEM -01 AGR 10:41:23 AM FILE:20090625872 BK/PG:026994/16895Q RECORDING FEE 18.50 Sub. Total ------------------------ AMOUNT DUE: $18.50 PAID CHECK: $18.50 $18.50 Check #:36293 TOTAL PAID: $18.50 REC By.-GREEN DEPUTY CLERK Bank of America Tower 100 Southeast Second Street, 44th Floor g - s Miami, Florida 33131 !� - c GENOVESE LOBLO & 7718- 066IRS B.L.I.L ATTISTA Anthony Floras RA7 Code Enforcement Detector Attorneys at Law Miami Shores Village 10050 N.E. 2" Avenue Miami Shores, FL 33138 )I dill IIII)III]i I IM) fill filll liffildillil Mill 11 41JI If 11 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Aft Phone: (305)795 -2204 Fax: (305)756 -8972 09 Inspection Number: INSP - 134081 Permit Number: PL- 1 -10 -35 Scheduled Inspection Date: January 28, 2010 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Final Owner: LEVINSON, GARY Work Classification: Septic Job Address: 186 NE 108 Street Miami Shores, FL 33161- Phone Number Parcel Number 112136009001 Project: <NONE> Contractor: DEL MAR PLUMBING Phone: (305)271 -2800 Building Department Comments Inspector Comments Passed a CREATED AS REINSPECTION FOR INSP -1 954. hrs approDfile Failed 1:5 Correction ❑ Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 27, 2010 For Inspections please call: (305)762 -4949 Page 18 of 27 Miami Shores Village , g Building Department g epart�n t 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING - Permit No. PERMIT APPLICATION Master Permit No. Q - 9 16� 7 FBC 20 , t Typ Pernau e. B U IL DI NG ING R F 00 I�G Owner's Name (Fee Simple Titleholder) - LC/C/ .- Phone # Owner's Address G 16 0? 1 7 — City M 9 tQ 44 ✓s State r Zip Tenant/Lessee Name Phone # b q 1 Email Job Address ( where the work is being _ d b do � Q g d n � City Miami Shores Village County ami� ade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Com an Name iN 11d�J (, q5`� ®! 361 p y _� Phone # Contractor's Address f 3o30 City Al Ifm ( State - Zip s 2 Qua lifier Name Phone q ` O� 1 _ hon # .� State Certificate or Registration No. - 7093 0 Certificate of Competency No. Contact Phone E -mail Architect/Engineer's Name (if applicable) Phone Value of Work For this Permit $ Square /Linear Footage Of Work: q g Type of Work: []Addition Alteration ❑New ❑ Repair/Replace ,, JJ ❑ Demolition Describe Work: oc�U�t PI�F�o ✓+BLS ' S14k)n I" as I ro ON E, ; 3_ r3094z0l 9e, W z - 9 � as . qWli Submittal Fee ! e F CCF$ CO/CC $ � Notary $ TraininglTducation Fee $ Technology Fee $ Scanning $. =� Radon $ DPBR $ Bond $ Double Fee $ Violation date: / /"� o Structural Review. $ Total Fee Now Due $ "T ,/ See Reverse side —> 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 j 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}ob 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 q g ,,y6 nspection fee will be charged. Ir Signature Signature VV er Agent Contractor The foregoing ins ent was acknowledged before me this The fore oing instrument was acknowledged before me this day of 1 �� bY 64Y (JrtJl tJ r.� day of , 20 CC by Ii/il1'i.3 �f� wh is personally known to or who has produw%l e rr1 ° °i who is personally known to me or who has produced identification and '% as identification and who did take an qath. NOTARY PUBLIC = Q r p314r°�'\C' = NOTARY PUBLIC: era gn Sign: Print: i ^C ��' a n F r` Print: L ® �� �� `Q My Commission Expires: CMM. 02y28.2019 My Commission Expires: HON 28 liDSM30 ti ° �Jrn r +r l l n�ti�t APPROVED BY Plans Examiner ro Zoning Engineer Clerk checked (Revised 07l10l07)(Revised 06/1012W9) Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 - Permit Number: RC -10-09 -1697 Invoice Number: RC -6 -10 -37934 Applicant: GARY LEVINSON Company Name: WHORES LLC Date Payment Type Check Number Amount Change 05/19/2010 Credit Card $47.00 $0.00 Total Payment: $47.00 w Wednesday, May 19, 2010 Page 1 of 1 MAY 1 7 2010 lu C6 F-z, 331 e 2, AA CE46M rF 0 T� - 7 61-T Aw jg6 kS4 ST &j M tj Ak6j 1.9 PI/WE, , W� PUUW ors Pruop,-- k"ictotj. • ` ` s Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 " Y. 0p °mmom ............. INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. - PERMIT APPLICATION Master Permit,No. Ol ' / 6 FBC 20 9 �` Permit Type: BUILDING ROOFING- . Owner's Name (Fee Simple Titleholder) S tiLf/ Phone # Owner's Address e City?/ State Zip Tenant/Lessee Name Phone # Email i t Job Address (where the work is being done) 1 City Miami Shores Village County Miami -Dade Zip FOLIO'/ PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name �Yr 1V� f Phone #' Contractor's Address ��� 6 �• � ci yY ty p iJ > Qualifier Name I Phone # State Certificate or Registration No. C 15UP F 0 Certificate of Competency No. Contact Phone E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: q g Type of Work: ❑Addition []Ai ration E]New ❑ Repair/Replace ❑ Demolition Describe Work: be �- r T it Submittal Fee $ Permit Fee $ CCF $ • r CO /CC .$ An Notary $ Training/Education Fee $ ."TV Technology Fee $ �• Scanning $ Radon $ DPBR $ Bond $ Double Fee .$ Violation date, Structural Review. $ Total Fee Now Due $ See Reverse side > s. 1 Bonding Company's Dame (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 copy of the notice of commencement and construction lien law brochure will be delivered to the!erson whose property is subject to attachment. Also, a cert(fied 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 r .' ection fee will be charged., Signature n 1 "" "r- Signature caner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day 01H 201D by _ (AWY L4A N&W 1 4 day of D Y4Cft 0 _, by 10th � _" who is personally known to me or who has produced L urh is personally knoum t7 me or "who has produce ��`'zm As identification and who did take an oath. as-, - ntification and who did take an oath. NOTARY PUBLIC; `` �����«<i� nu � ►u�i,,, N Y PUBLIC• Sign: r k' Sign: zge Print: m Print: A' A sos ass, -� My Commission Expires: �, . d ° � : My Co piftM0hWSS10N #nn736469 EXPIRES: Nov�r 2S, 2011 r " r ® 'PID ••• \���` 1.8*3- NarAxr ftNOWrnfawmtasm Co. a °''�An►n��11`° ;7" APPWOVED BY � � •`Plans Examiner C C/ Zoning Engineer Clerk checked � 4 (Revised 07/10 /07)(Revised 06/10/2009) C. David Morton & Associates Ue. No. AA0oo24a1 ARCHITECTS /PLANNERS /CONSTRUCTION ADMINISTRATORS C. David Morton, AIA, NCARB Florida Lia. No. ARO005o39 AmhNhlct North Carolina Uo. No. 8091 6 January 2010 Mr. Norman Bruhn, Building Official — Miami Shores Village 10050 N. E. Second Avenue Miami Shores, Florida 33138 Re: Single Family Residence at 186 N. E. 108' Street Permit No. RC09 -1697 Owner: Whores, L.L.C. Dear Mr. Bruhn: Please be advised that the Fastener Schedule shown below shall be used for the Installation of door and window bucks for all construction under the referenced permit. WINDOW D DOOR BUCK FASTENERS AM CATION SIZE TYPE SPACING REMARKS 1 x2 PT FURRING TO CASE HARDENED COIL 8. O/C VASONRY /CONC. NAIL it LONG. SGO. AL. EXT. DOORS CASE HARDENED COIL g" 0/C WINDOW/DOOR FASTENED 1( PT. SEE NOTE 17 NAIL 11" LONG. STAGGERED INTO MASONRY /CONC. 1x PT, SEE NOTE 7 NAIL 1j" LONG. STAGGED iWO SONRY /CONC. "TAPCON" 12" o/c 1 " 1D. 4" END. KIM 2x PT, SEE NO NO WASHER FASTENER DIST., 11" EDGE GIST. Note 7: Window and door bucks shall be as wide, or wider, than the door or window frames. 1x members are nailed, and 2x members shall be secured with thpoons to the substrate. Please feel free to contact me with any questions at the phone shown below. Thank you for your' cooperation. C re>ly, C. David Morton, ALA, Architect Fla: Reg. N®: AR00=9 (Impress seal applied) 6 January 2010, ""Southwest 71 8T Avenue (Suite 103) Miami, Florida 33155 305 -753- 1798 306-740-0728(FAX) cdmorton(abel (south. net Florida Building Code Online Page 1 of 4 WS Home Log In tlsr Regtbatlon Hot Topics SuWnk Surcharge Slaffi a Facts PuWk4tbm FW Staff WS Slle MbiP tbda Swch Product Approval O Gt it nom: Public User • Product Awmal Menu > Product or Andkatlon Search > Aptdkatlon List > Appaeation Debt FL # FL819 -RI Application Type Revision o Code Version 2007 l - Application Status Approved Comments Archived Product Manufacturer United Steel Products Company Addfess/Phone/Emag 703 Rogers Drive Montgomery, MN $6069 (952) 898 -8651 tgrevious@g6mkarl.com Authorized Signature Todd Grevious tgreviousogibrakari.corn Technical Representative Robert Lutz, P.E. Addreess/Phone/Emad 11910 62nd Street North Largo, Fl 33773 (800) 443 -6442 Butz @uspconnectors.com Quality Assurance Representative Address/Phone/Emall Category Structural Components Subcategory Wood Connectors Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, Inc. Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2010 Validated By Terrence E. Wolfe P.E Validation Checklist - Hardcopy Received Certificate of Independence FL819 R1 COI ICC Indeoendence.cert -Ddf Referenced Standard and Year (of Standard) Standaind YAK AF and PA Nat'l Design Specification 2005 ASTM D1761 2000 Equivalence of Product Standards Certified By Sections from the Code http : /twww.flolidabuilding.orWpr /pr app dtl. aspx ?param= wGEVXQWtDgtjxorilgloW... 12!28/2409 Florida Building Code Online Page 2 of 4 Product Approval Method Method 1 Option C .a Date Submitted 10/23/2008 Date Validated 12/17/2008 Date Pending FBC Approval 11/17/2008 Date Approved 12/20/2008 Summary of Products Go to Page 0 O O Page 1/20 0 FL # 114odal, Number or Name Descril 819.1 IBN264 Breakfast Nook Hanger Limits of Use Inmtallation Instructions Approved for use in HVHZ Yes FL819 RI II ESR- 2757.adf Approved for use oubdda HVHZ: Yes Verified By: ICC Evaluation Service, Inc. Impact Resistant: N/A Created by Independent Third Party: Design Pnmww N/A Evaluation Reports Other: Requires supplementary connection for minimum FL819 R1 AE ESR- 2757.ndf 700# uplift when used In HVHZ. 819.2 ISM284 Breakfast Nook Hanger Limits of use Installation Irons Approved for use in HVHZ: Yes FL819 R1 II ESR- 2757.pdf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, Inc. Impact Resistenrt: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Othen Requires supplementary connection for minimum FL819 Ri AE ESR- 2757.cdf 700# uplift when used in HVHZ. 819.3 1=100 GIRDER TRUSS HANGER Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL819 RI II ESR- 27 57.odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, Inc. Impact Resistants N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports FL819 RI AE ESR -2757. df 819.4 IGTU40 GIRDER TRUSS HANGER Limits of Use Installation Instructions Approved for use in HVHZ. Yes FL819 RI n ESR- 27 57.pdf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, Inc. Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Oar I FL819 RI AE ESR- 2757.odf 819.5 jGTU80 GIRDER TRUSS HANGER Limits of Use Installation In sbw ions Approved for use in HVHZ: Yes FL819 R1 II ESR- 2757.odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, Inc. Impact Resistants N/A Created by Independent Third Party: Design Pressures N/A Evaluation Report Off. FL819 RI AE ESR -27 7. df 819.6 IHGA10 HURRICANE GUSSET ANGLE Limits of Use Installation Instructional Approved for use in HVHZ. Yes FL819 RI II ESR- 2757.adf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, Inc. Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Others FL819 RI AE ESR -2757. df 819.7 jHGAM10 HURRICANE GUSSET ANGLE Limits of Use Installation Insbuctions Approved for use in HVHZ: Yes FL819 R1 II ESR- 2757.odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, Inc. Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports FL819 RI AE ESR- 7 7. df 819.8 HTH]24 -18 HIP- JACK CONNECTOR Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL819 RI II ESR- 2757.odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, Inc. Impact Resistant: N/A Created by Independent Third Party: http : /Avww.flotidabuilding.orgtpr /pr app dtl. aspx? param= wCEVXQwtDgtTxOrilgloiM 12/28/2009 OR 8k 27168 Ps 4450; (I p s )t NOTICE OF COMMENCEMENT RECORDED 02.`02/2010 14 :07 :32 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION HARVEY RUVINY CLERK OF COURT f �OUNT i r FLORIDA PERMIT NO ••� t LAST PAGE � ^ / TAX FOLIO NO. i ` Z't 34 '' C ' 00 1 0 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in'bccordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. 1. Legal description of properly and street/address: `� `C �Uy Nit-)6 WA-m 5 ►-s .a ro 4 N6 2A J O & Pr-- S u� 2. Description of improvement: �WT- -KAVM' 3.Owner(s) name and address: PA r✓ 1 �� b tf S 22% /'W I A7TK t 015- � �f3 Interest in property: Lf s vYri - i Name and address of fee simple titleholder: MS LL-c 4. Contractor's name and address: UNIYOFDADE � EREBYCE � B3T/FYP � t ty�rs is s � 5. Surety: (Payment bond required by owner from contractor, if an�� pyoftile H CGfk\i (y Name and address: ongfnal filed Jat s fee o da Of r� A.D. 20 u Amount of bond $ 144TNES3myh -nd d.Ofcb]l 6 6. Lender's name and address: VEY 4'0LE Fist'{• 7. Persons within the state of Florida designated by Owner upon whom notices or other ments may be served as provided by Section 713.13(1)(a)7., Florida Statutes, -a Name and address: t" S -'ca✓�. `Pr � � jr r^ 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice Commencement: (the expiration date is 1 year from the date of recording unless a different date is spec' Sign Print Owner's Name 4'(44Jem MOna4i 4 �ivnr -Prepared by Sworn to and subscribed before me this day of , 20 io ,^, II�� _ �ku Addr s: `NV 2 Notary Public Print Notary's Name ) My commission expires: NOTARY1� MUC -9'!v ) g W! a 123.01 -52 PAGE 8102 #commis" cwM23 &,�?;IL*S: SEP. 23, 2011 WWZ) T &U ATLANTIC D0XD3NG M INC. 0-11-0—A, xgappqr Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 � Phone: (305)795 -2204 s � , y Expiration: 0711 1 fiG Project Address Parcel Number Applicant 186 108 Street 1121360090010 Miami Shores, FL 33161- Block: Lot: WHORES LLC Owner Information Address Phone Cell MSHORES LLC 1451 OCEAN Drive (305)9841099 MIAMI BEACH FL 33139 - Contractor(s) Phone Cell Phone Valuation: $ 50,000.00 LEADING BUILDERS, INC 954/605 -3617 Total Sq Feet: 1400 Approved: Yes For Inspections please call: Comments: DECLARATION OF USE REQUIRED BEFORE FINAL INSPECTION (305)762 4949 Date Approved: 11/25/2009: Yes Available Inspections: Date Denied: Inspection Type: Type of Construction: GARAGE CONVERSION & INT. REA Occupancy: Single Family Roof Repair Stories: 1 Exterior. Final Roof Front Setback: 25 Rear Setback: 50'11 Miscellaneous Left Setback: 10'1 Right Setback: Roof Review Bedrooms: 3 Bathrooms: 2 Declaration of Use Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: Bond Return: Classification: Residential Fees Due Amount Invoice # Total Amt Paid Amt Due j CCF $0.00 RF -10-09 -36162 $ 1,896.00 $ 1,846 00 L CCF $30.00 CO /CC Fee $150.00 RF 10 - 36162 $ 1,896.00 $ 1,896.00 $ 0.00 DBPR Surcharge $7.00 Education Surcharge $0.00 Education Surcharge $10.00 Notary Fee $5.00 Permit Fee- Additions/Alterations $1,500.00 Permit Technology Fee $0,00 Plan Review Fee (Engineer) $60.00 Plan Review Fee (Engineer) $60.00 Radon Surcharge $7.00 Scanning Fee $27,00 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $40.00 Total: $1,896.00 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 February 02, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date February 02, 2010 1 Florida Building Code Online Page 1 of 4 a s A BQS Home Login User Registration Hot Topics Submit Surcharge Stets & Facts PuWtcaHons FBC Staff WM SM Map Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application Ust > Appncadon Deten a FL # FL11473 Application Type New a ff• Code Version 2007 Application Status Approved a Comments R.. Archived Product Manufacturer Simpson Strong Tie Co. Address/Phone/Email 2221 Country Lane McKinney, TX 75070 (972) 439 -3029 rshackelford®strongtie.com Authorized Signature Randall Shackelford rshackelford@strongtie.com Technical Representative Randall Shackelford Address/Phone/Email 1720 Couch Drive McKinney, TX 75069 (800) 999 -5099 rshackelford@strongtie.corn Quality Assurance Representative Pat Woodall Address/Phone/Emall 1720 Couch Drive McKinney, TX 75069 (800) 999 -5099 pwoodall @strongtie.com Category Structural Components Subcategory Wood Connectors Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Jeffrey Arneson developed the Evaluation Report Florida License PE -58544 Quality Assurance Entity PSI/Pittsburgh Testing Laboratory Quality Assurance Contract Expiration Date 09/10/2010 Validated By Dole]. Kelley Validation Checklist - Hardcopy Received Certificate of Independence FL11473 RO COI Arneson Cert of Independence2007 Rdf Referenced Standard and Year (of Standard) Standard year AF&PA NDS 2005 AISI NA Spec for Design of Cold- Formed Steel Structures 2001 ASTM D1761 -88 2000 http://www.flotic%builcfing.or,g/pr/pr app _ dtl. aspx ?param= wGEVXQwtDgv87yggZ9Wu... 12/18/2009 Florida. Building Code Online Page 2 of 4 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/23/2008 Date Validated 01/05/2009 Date Pending FBC Approval 03/03/2009 Date Approved 04 /07/2009 Summary of Products FL # Model, Number or Name Description 11473.1 IDETAL Double Embedded Truss Anchor Limits of Use Installation Instructions Approved for use in HVHZ. Yes FL11473 RO H SIM 200804 MasonrvProds.pdf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 (X) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: NIA Evaluation Reports Other: FL11473 RO AE SIM 200804 Masonry rods.pdf Created by Independent Third Party: Yes 11473.2 JFGTR, FGTRE, FGTRHL, FGTRHR Girder Retrofit Anchor Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 RO H SIM 200804 MasonryProds.adf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 M Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Othen FL11473 RO AE SIM 200804 MasoniyProds.pdf Created by Independent Third Party: Yes 11473.3 JHETAl2, HETA16, HETA20 Embedded Truss Anchor Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 RO II SIM 200804 MasonrIProds.ndf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 (1V Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. FL11473 RO AE SIM 200804 Mason Pry rods.pdf Created by Independent Third Party: Yes 11473.4 JHETA24, HETA40 Embedded Truss Anchor Limits of Use Installation Instructions Approved for use in HVHZ. Yes FL11473 RO II SIM 200804 Mason ryProds.adf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 (TX) Impact Resistant: WA Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. FL11473 RO AE SIM 200804 MasonryProds.adf Created by Independent Third Party: Yes 11473.5 JHETAL12, HETAL36, HETAL20 Embedded Truss Anchor Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 RO II SIM 200804 MasonrvProds.adf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 (T)O Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. FL11473 R0 AE SIM 200804 MasonryProds.adf Created by Independent Third Party: Yes 11473.6 jHGAM10, HM9 Masonry retrofit connector Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 RO II SIM 200804 MasonryProds.pdf Approved for use outside HVHZ. Yes Verified By: Randall Shackelford P.E. 68675 (TX) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. FL11473 RO AE SIM 200804 Mason!) Prods.odf Created by Independent Third Party: Yes 11473.7 JHGUMS.25, HGUM5.50 Beam /Girder Hanger for Mason Limits of Use Installation Instructions Approved for use in HVHZ: Yes I FL11473 RO II SIM 200804 MasonryProds.adf http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx ?param= wGEVXQwtDgv8JygqZ9Wu... 12/18/2009 Florida Building Code Online Page 3 of 4 Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 (TX) Impact Resistant: N/A Created by Independent Third Party: Yes Design Evaluation its Other Pressure: N/A AE FL11473 RO AE SIM 200804 MasonryProds.odf Created by Independent Third Party: Yes 11473.8 HGUM7.00, HGUM7.25, Girder /Beam Hanger for Masonry I HGUM9.00 Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11473 RO II SIM 200804 Masonry Prods.adf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 (TX) Impact Resistant N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. FL11473 RO AE SIM 200804 MasonryProds.adf Created by Independent Third Party: Yes 11473.9 HHETAI2, HHETA16, HHETA20 Heavy Embedded Truss Anchor Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 RO II SIM 200804 MasonryProds.adf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 (TX) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. FL11473 RO AE SIM 200804 MasonryProds.odf Created by Independent Third Party: Yes 11473.10 JHHETA24, HHETA40 Heavy Embedded Truss Anchor Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 R0 II SIM 200804 MasonryProds.adf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 (TX) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports other. FL11473 RO AE SIM 200804 MasonryProds.adf Created by Independent Third Party: Yes 11473.11 HTSM16, HTSM20 Heayy Twist Strap for Mason Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 RO II SIM 200804 MasonryProds.adf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 ('TX) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; FL11473 RO AE SIM 200804 MasonryProds.odf Created by Independent Third Party: Yes 11473.12 LGUM26 -2, LGUM28 -2, LGUM210- Beam /Girder to Masonry Hanger 1 2 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 RO A SIM 200804 Masonrl rods.odf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 (T)) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. FL11473 RO AE SIM 200804 MasonryProds.adf Created by Independent Third Party: Yes 11473.13 LGUM26 -3, LGUM28 -3, LGUM210- Beam /Girder to Masonry Hanger 1 3 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 RO II SIM 200804 MasonryProds.odf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 (TX) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL11473 RO AE SIM 200804 MasonryProds.adf Created by Independent Third Party: Yes 11473.14 LGUM26 -4, LGUM28 -4, LGUM210- Beam /Girder to Masonry Hanger 4 Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11473 RO II SIM 200804 MasonryProds.odf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 (TX) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. FL11473 RO AE SIM 200804 Mason ryProds.odf Created by Independent Third Party: Yes 11473.15 ILGum46, LGUM48, LGUM410 Beam/Girder Hanger for Masonry Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 RO II SIM 200804 Masonryy rods.adf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 (TX) Impact Resistant. NIA Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports http : / /www.floridabuilding.org/pr /pr app dtl. aspx ?param= wGEVXQwd)gv8JygqZ9Wu... 12/18/2009 Florida. Building Code Online Page 4 of 4 Other: FL11473 RO AE SIM 200804 MasonryProds.adf Created by Independent Third Party: Yes 11473.16 LTAi Embedded Truss Anchor Limits of Use Installation Instrutctions Approved for use In HVHZ: Yes FL11473 RO H SIM 200804 MasonryProds.odf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 (i)) Impact Resistant. N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL11473 RO AE SIM 200804 Mason ryProds.odf Created by Independent Third Party: Yes 11473.17 METAl2, META14, META16, Embedded Truss Anchor I METAIS Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 RO II SIM 200804 MasonryProds.adf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 (TX) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. FL11473 RO AE SIM 200804 MasonryProds.adf Created by Independent Third Party: Yes 11473.18 META20, META22, META24, Embedded Truss Anchor META40 Limits of Use ir:stallatlon Instructions Approved for use in HVHZ: Yes FL11473 RO II SIM 200804 MasonryProds.adf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 (TX) Impact Resistant N/A Created by Independent Third Party: Yes Othe Evaluation Repo r . Pressure. N/A FL11473 RO AE SIM 200804 MasonryProds.odf Created by Independent Third Party: Yes 11473.19 MSTAM24, MSTAM36, MSTCM40, Strap Tie for Masonry I MSTCM60 Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11473 RO II SIM 200804 MasonrvProds.adf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 (TX) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. FL11473 R0 AE SIM 200804 MasonryProds.adf Created by Independent Third Party: Yes 11473.20 MTSM16, MTSM20 Twist Strap for Mason Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11473 RO II SIM 200804 MasonryProds.adf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 (TX) Impact Resistant. N/A Created by Independent Third Party: Yes Design Pressure. NIA Evaluation Reports Other. FL11473 RO AE SIM 200804 MasonryProds.adf Created by Independent Third Party: Yes Back �� DCA Admi dstra M 0 pat"bna#ofCm yAffdrW flerme Bred V Cade ommm CwdwwW8hwdWds 2555 Shumard Oak Bouk wrd Tallahassee, Pbrlda 32399 -2100 (850) 487 -1824, fax (SW) 414 -8435 ® 2000 -2005 The State of Ronda. AN rV is reserved. copyright and Discaimer Product Approval Accepts: Im liffil ER 12 v.rtstea tiatnrad veaisr• http : //www.flolidabuilding.org/pr /pr app dtl. aspx ?param= wGEVXQwtDgv8JyggZ9Wu... 12/18/2009 MtAMt- L�A►DE MIAMI DADE COUNTY, FLORIDA MHMO -DADE FLAGUR BUILDING BUA.DING CODECOMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FIARIDA 33130-1563 (305) 375-2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) '"�'• Minols Tool Works, Inc. / Buu'ldcat Division 1349 West Bryn Mawr Avenue. Itasca, IL 60143 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 AM (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 AM may immediately revoke, modify, or suspend the use of such product or material within tbeir jurisdiction. BORA reserves the light 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: Topton Concrete Anchors with Advanced Threadform Technology APPROVAL DOCUMENT: Drawing No.0641 W-Ml, Sheets 1 of 1, titled `r apcon Concrete Anchors with Advance Threadform Technology" issued 0612IM 6 with last revision on (WOM, prepared by Engineering Express signed and sealed by Frank L. Bernard% P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance (NOA) number and approval date by the Miami -Trade County Product Control Division. MISSM I1VII'ACT RATING: None LABELING: Each Box shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami Dade County Product Control Approved or MDCPCA ", 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 for termination and removal of NOA. ADVERTISEMENT: The NOA nwnber 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 revises NOA # 05.1020.01 and consists of this page 1, evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos AL Wren, P.E. NOA No 07- 0315.03 Expiration Date: August 31, 2011 Approval Date: dune 14, 2007 Page 1 Illinois Tool works, Inc / Buildex Division. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS: 1. Drawings prepared by Engineering Express, titled "Tapeon Concrete Anchors with Advanced Threadform Technology", Drawing No. 06-11W-W01, issued on 06 /21/06 with last revision on 04/02/0?, sheet 1 of 1, signed and sealed by Frank L. Bennardo PE. B TEST: (submitted under NOA # 05- 1020.01) 1. Test report on Tension and Shear Resistance, Report No. 4I131 were for "Weres Tapeon Concrete/Masonry Screw Anchors " per ASTM E 488 prepared by Cel Consulting on 04/29/05, signed and sealed by L. W. Mattis, PE 2. Test report on Tension and Shear Resistance, Report No. 41131 were Supplement 6519 for Tapcon with Advanced Threadform Technology per ASTM E 488 prepared by Cel Consulting on 05/19/05, signed and sealed by L. W. Mattis PE, 3. Test report of contusion resistance for fasteners, project No. ITW- 003-02 -01, 02, 03 & 04 for fasteners with Tapcon Plus, Silver Climaseal, Silver L11trashield and White Ultrashield per ASTM G85 as noted on TAS 114 prepared by Cel Consulting on 10/22104 and 05/16/06 signed and sealed by C. L. Thomas PE. C CALCULATIONS: (submitted under NOA # 05- 1020.01) 1. Calculations of allowable loads for Tapcon with Advanced Threadfrom Technology, Project # 06 -ITW -0001, prepared by Engineering Express on (61221(6 signed and-seaied By Frank L. Bennardo, P.E. D. QUALITY ASSURANCE: L Building Code Compliance Office. E STATEMENTS: (submitted under NOA # 05- 1020.01) 1. Code compliance letter issued by Engineering Express on 06/23/(}6, signed by F. L. Bennardo, PE. 2. No financial interest letter issued by Engineering Express on 06/23/06 and signed F. L. Bennardo PE and notarized by D. N. Stuart on 06 /23/06. E. OTHERS: 1. Tension and Shear Resistance Test per ASTM E 488, prepared by C.E.L Consulting, Report No. 71B153, signed and sealed by Lee W. Mattis, P.E. 2. Corrosion Resistance Test per ASTM G 85 as noted. in TAS 114(E), prepared by PRI Construction Materials Technologies, Report No. PRI06241, signed and sealed by Charles L. Thomas, P.E. 3. Calculations Addendum on new Stainless Steel Anchors, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. Carlos M. Utrera, P.& Product Control Examiner NOA No 07-0315.03 Expiration Deft: August 31, 2011 .Approval Date: June 14,2W7 E -1 t P9ANK rwBdda TAPCON® with ADVANCED THREADFORM TECHNOLOGYTM 3 °' CONCRETE & MASONRY ANCHOR GENERAL NOTES Y ® g 1. THIS PRODIK.T' HHAS BEEN oFSIGNEO aT'PSTBD IN 1a TENSION CAPACITIES U Q TENSION & SHEAR CAPACITIES g e [ $ l g ACCORDANCE WL77H THE 2004 FLORIDA BUILDING CODE (FDGH ON 9dBEDidEMT &EDGE ISTANNCE O BASED ON EMBEDMENT & ED08 H1I8TAP�E X VELOCL7Y HURRICANE 20NB) AND THE FOLLOWING STANDARDS: , J �W 4 E488, ASTM CBS, & TAS 124 FOR BANGLE ANCHORS > fU € a 2 ANCHORS REPREEEINTED IN TA&ES 1 4 ARE MANUFACTURED 2,000 PSI 4,000 PSI CHORS 5 000 PSI Cd SINGLE AN LIC#TT•WE[GHT MEDIUM- WEI1#t: < ttt0l9 3 t1aUlitOCC CdAU13LOCK PROM HEAT-TREATED STEEL WITH AN ALTERNATING HIGH-LOW ANCHOR EDGE CONC CONC ODNC EPEE tV ADVANCED THREADPORMTECiNOLOGY AND SHALL HAVE DIAM EMBED OBIT DNM EMBED DIST TEN890N• SHEAR TENSION SHEAR CORROSION-RESISTANT COATINGS AS DESCRIBED BELOW: 1' Imb 141 lb 1416 r Sam t IM BBB 198 , • SILVER &WHTTEULTRASHIELD 1" team teem 8106 3/LS' 1• a• 88b 104b t84m 3 S. ANCHORS REPRESENTED D IN TABLE 5 ARE OP 410 STAINLESS WW 1 I 1• -' 80.41. 2781. 318b 0 1/4'. 1' r Sam 188b 1471. 2025 STEEL ALLOY WITH AN ALTERNATING HIGH -IOW ADVANCED 7 2785 mb WE (J 4" 1 Mm I IWlb m1b THREADFORM TECHNOLOGY AND SHALL HAVE A CLIMASHMLD 1 u , r 1• 3661. Sao b 3806 = '• ,� CORROSION- RESWANTCOATING. {JJ 3.Wr MM I 4011. I 4Wb 4. ANCHOR INSTALLATION SHALL BE MADEIN ACC2RDANCE �.• l leap _1841. 2976 O 4 TENSION &SHEAR CAPACITIES WITH MANUFACTURER'S PUBLISHED INSTALLATION MSTRUCIION3 W 1" AND THIS RD710EOFACC'.PTANCE __ 1881. 1t:Bb 237b I" SAM ON618SAW &SPAC FOR S CONCRETE SHALL CONFORM TO ACS 3015PECiFICATLONS, a 313th 4481. 618 b PAIRS OF ANCHORS• EDGE DFST PER u4• 11/2' 2112 8481. 4841. 648 b LIGHT WEIBHI TABLE 1, 3 OR $ WITH STRENGTH PROPERTIES C SPECIFIED HEREIN. HOLLOW AND U a4U BLOCtc OROUr PILI&1 CONCRETE BLOCK SHALL CONFORM TO AM c Sa. 13/4• 2 a 46e e� _ e43m 843 ANCHOR S. PLOT HOLES FOR ALL UMALLATIONS SHALL HAVE DEPTH Z 1JZ• 8085 ._.. BB4th O DLU9 EKED SPACING TENSION SHEAR AS KAM THAN INDICATED ®4BED9II54r DEPTH AND D7Ab1ETER 8 • 3 /1V ANC 2• 3" 7 0 2 . HOR5:0.173 "O • IM ANCHORS: 0.204'0 4 Z r 1061. 18Bp 7. REFERENCE M CONSULTING TESTRr� lCriai131WM 1V SHEAR CAPACITIES .1" '' 1' a• (4/20n005y, TEST REPORT i4I131wom SUPPLMW 6539 (' BASED ON Eb9BEDMENt& EDGE DISTANCE 9- w CS ta/19/2Ni 6) TEST REPORT 9718153 (01/31/2007), AS WELL AS .-.I * BIIVB -004 -02.01 (13I24/20a6). (O;FER t'OOhTALL AT RUGHT FOR I:EP:CTION SPACING PER PRIASPFULTTECWOlOG1ES ,INC. TEST REPORTS 9ITW- 002 -02 -01 FOR8INOLEAbK LU OFAxmmaPACINa &EDGEDISTANCE TAKE 2ORA µ�t ( 003- 02-0Z(S/ 91TW -003- 02-03 PSI a =PST ( a= REQUIREMENTS FOR PAM OF ANCHORS � d CONC -04 CO STRUCTIO- �TECHNO�),AND PRI D01M EMBED DIST S„pG8 DI8T8�ACDLIk $ N N (l l4 rLS LOGIES,INGTESI'REPORT -.1 i• 1 128b 1605 IBOb 7ARSOFA[�HORB" Q a 189b 181b 241th w HEAD STYLE OPTIONS 3n� 1 a �b �b I 2291 TENSION & SHEAR CAPACITIES 0 1 21/4 2185 2516 2901. BASED ONENBEOME R &EDGE DISTANCE TED SLOT HEX PHILLIPS IP5 PHILLIPS HEX HSAD Z 1%b 310th Mob (n 30� PSI NEDL" -WEOHT ►' WASHER HEAD FLAT HEAD PAN HEAD MARIQNGS Q 1' 3• W b 3405 m1b N = ANCHOR EDGE CONCREE CMU BLOCK 11/2' 2885 380th 4186 J Z O[AM EMBED D14T TENSION SHEAR TENSION SHEAR R � 9 9eB 0t m1b 4176 1H1641b 1BOm 871. 726 13/4' • 1 3�m th amlb Q' 1' 1• 1841. 284b 675 : 1241. r 4296 4820 8006 1 , 1' 3885 1sth MAO -SET HEX SCOTS STAINLESS STES. PHILLIPS HEAD 2" 378 2 uth 384 ER WASH HEAD HEAD WITH WASHBL MARIGNGS = ( W 1° t87. 1186 86p 641. frn z TENSION &SWEAR CAPACITIES 1/4' L• 11 N4ro 2141b tar teeth Q BASED ON EMBEDMENT &E+ACSNG 1 ' 21m 473. -16Hb �� FOR PAIN OF ANGHORB' • REPERTO DETAIL UNDERTAKE 4 FOR OEPLORON OF EDGE DISTANCE W ANCHOR P H SHm a REQUIREpIEbITB DTAM BMBiD SPACING TRIISIDN mcm lur az35 o9 x611. t90 CAPACITY TABLE NOTES HEAD EMBEDMENT }"" y 1' 6 HEIGHT THREAD LENGTH 0.25V (1/4) N 3• 2711. 190 3821. 930 L ALLOWABLE DE OI+ IC4PALifUSSHOWN3NTABLEBA801tEWWE�IDE114iFID�1LI3D +KGASi1tt1Y b �j S }^- FACIOkOF4:1 € s VARIi I 0.205 ( 16-) 3118• iur r m1b %W 3825 1.00 SPAG4JGOB Lf3fH8iFIDIShW1BECHViHJ- TO•EL1CiEANDCBVTER- TD•C1.ItER oft I le •. 0411. _ 0.94 441b 094 3. ANO3 0RS8HNi. BEIN' fTAil> 31AMa+ IDKUMQ' 12DY1MEIHiSOM03 +R6tPoR100%A1�10RGY+A[171' 13/4" r S1. 1.00 4746 ASLS+SIEDIN TA ,SPACING MAY BE REDUO31TD BPACO•K'SFHDYMINTABI.E42 &APR THAT ADVANCEDTHREADFORMTECtNOLOGY r 2616 0.76 aa7m 980 H�PN3IS3 AREREDLILID�p�GpgMryffiPOPromlr As THtS�u. 06 -I11N - 0001 1• 4. LINMRD4IEW'OlA'ISt tTMYSEL�FOREDGE�ANp BE7W&31Ma�0aUMANp 2 TAPCON WITH ADVANCED r' mm am IWar 9.m DMA" �' MAWHIOJA" MAYBEYWAtLEX R. 114• iur 6. " a�I1CIIXNIACIOR' LNTAKE21STHEREDUMMFACIM'FOBBAFK 70AUDWMWLMMMR R SPAT aTHC4 " J. BEINAD1HiIDNMIMREIX .I=lNAUOWAB1EUMDMXM 1 THREADFORM TECHNOLOGY r all 092 them o.9e IX TDREDIICEI>�GBDISTANCE 1 3:3SCALE SIDE VIEW 131 s 888th 190 11446 1m �7� WEKEM0. fWTOASMC0�ANDSOIL •REFER 0 MAIL UNDER TAKE 4FOROEPICTIONOFANDHORSPA� •°t%HTN8Ai1'Cdk �W I- IsF F 8EDGEDSTANCE REQUREMEM8 FOR PAIRS O FANCHORS • Wt ti1'CMUSDEt44TY> KHAN I1 & I D=6 0 WWItIDt44WMGHARENOTAUMMO .EPORUSIL LL.11 r M!A M MADE MIAMI DARE COUNTY, FLORIDA _ METRO -DARE FLAGIM BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 NEST FLAGLER STKW, SUITE 1107 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33MIS63 (305) 375 -2901 FAX M 375-29M NOTICE OF ACCEPTANCE (NOA) www.buikfmncx�deanlin�ecom U>aited Steel Products Cumnpany. 14M soudcross Drive # 200. Burnsville, w ssm SCOPE: This NOA is being issued under the applicable rules and regulations goven ung ibe use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Com d Division and accepted by the Beard of Rules and Appeals (BORA) to be used in Miami Dads County and other areas where allowed by the Authority Having 7m9sdiction (AM. This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (7n Miami Dade County) anNor the AM (m areas otter than Miami Dade County) reserve ft right to have this product or material tested for quality assumuace purposes. if this product or material fails to perform in the accepted mamner, the manufacmw will incur the expense of such testing and the AW may immediately revoke, modify, or suspend the use of such product or material witbin their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by Miami Dade county Product Control Division that this product or material fads to met the requirements of the applicable building code. This product is approved as described hacin, and has been designed to comply with the Florida Building Code incluuding tt High velocity Hurricane Zone. DiscRwno JL, juss, am & HJc Jam Hangers. APPR OVAL DOcumENT: Drawing No MIw207, titled "Fare Mount jaw Hauer" Prepared by united Steal Products Company, sheets 1 and 2 of 4 dated 02WM7, with no revisions, signed and sealed by Robert W- >uM P.E., bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance numbear and Epration date by the Miand Dade Coumty Product Control Division. MmuE IMPACT RATm: None LABELING: Each unit shall bear a permanent label with the manufars name or logo, city, state and following statement: "Miami Dade County Product Control Approved or hfflQ A ", unless otherwise nod herein. PMWWAL of this NOA shall be considered after a renewal application has been filed and there has been DO change m the applicable Wdmg code negatively affecting the performance of this product. TERM MATION of this NOA will occur after the expiration dais or if there has been a revision or change in the materials, use, andlor 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. AD : The NOA nu Tuber preceded by the words Miami Dace County, Florida, and followed by the expiration date may be displayed in advertising literature. N any portion of time NOA is displayed, then it shalt be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the mamufacWm or its distrn`buutors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 1A3 and consists of this page 1, evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No: 07. 021410 Oak; -eyd Rq*stiou Date: June 04, 2911 0a Approval Date: May 31, = Page 1 United Steel Products Company. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS 1. Drawing No. MD0207, titled "Face Mount Joist Hammer" prepared by United Steel Products Co., sheets 1 and 2 of 2, dated 02107/07, with no revisions, signed and sealed by Robert W. Lutz, P.E. B TEST Test reports on wood connectors per ASTM D1761 -88 by Product Testing, Inc., signed and mJed by C. R. Caudel, P.E. Report No. Wood Coeur Direction Date 1. 06.6047 JUS24 Upward & Down 10/09/06 2. 06 -6048 JUS26 Upward & Down 10f12106 3. 06 -6049 JUS29 Upward & Down 10/17106 4. 06-6050 JUS210 Upward & Down 10/20/06 S. 06.6062 JL24 Upward & Down 10/06 6. 06-6063 JL26 Upward & Down 11/01/06 7. 0644 JL28 Upward & Down 11/03106 & 06-6065 JL210 Upward & Down 11/06 9. 06 -6066 SKH26 Upward & Down 11/13106 10. 06"7 IUC26 Upward & Down 11/22106 11. 06 -6068 HJC28 Upward & Down 12101/06 C CALCULATIONS 1. Face Mount Hangers Series Calculations prepared by United Steel Products Co., signed and sealed by Robert W. Lutz, P.E. D STATEMENTS 1. No Financial Interest Letter issued by United Steel Products Co., dated January 26, 2(107, signed. by Robert W. Lutz, P.E. 2. Letter of Code Compliance issued by United Steel Products Co., dated Jmm ary 26,2W7, signed and sealed by Robert W. Lutz, P.E. 3. NOA Renewal Request Letter issued by United Steel Products Co., dated February 2, 2007, signed by Robert W. Lutz, P.E. 4. Code Compliance Letters issued by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. Carlos M. Utrera, P.E. Product Cow Ear NOA No 07. 821420 Ekpiretion Date: June 84, 2811 Approval Date: May 31,2W7 E -1 PRODUCT DIMENSION FASTENERS ALLOWABLE LOADS GENERAL NOTES, CODE GAUGE DOWN UPLIFT (160`/.) W H D A HEADER JOIST L STEEL sHatt caWoRM To AsTM A653, sTRUCTt>Ral. OMM 33, utl.N AND A KWMUM OL.VAM M C OATM OF G-9a HJC26 12 7/8 3 5/8 3 1l41 /4 16) 16d C12> lOd 2020 1975 a FASTEMERS ARE Cmem uIt>;E Was D ccc DTP"W= NOTM 3 Nj"AXE UPLIFT LOADS HAVE KM =0= 8 A SHMT TERM HJC28 12 5 7/8 6 3/4 3 1/41 3/ MUPATMN FACTEP of 60x FM VIM LOAD CONDITMX 4. ALLOWA>R_E DOWN LOADS ARE NO V=E00 BY SHIgt'I' TERM 1, PUBLISHED LOAD IS FOR TOTAL OF HIP AT 45 DEGREES AND JACK AT 90 DEGREES COMBINED. VJMTDN FACTOR. 2. MINIMUM HEADER THICKNESS SHALL BE 2 INCHES FOR 16D NAILS. ALLOWABLE LOADS ARE RASED ON THE NATIOI�d. M 3. ALLOWABLE DOWN LOAD LISTED IS AT 1007. DURATION OF LOAD, IN WrtH�Dl7 � i'� EDIIMN ITON & U NM SPECIES IS SOUTHERN Pm :i , HJC TYPICAL. HJC WTAL.LATION PRODUCT DIMENSION FASTENERS ALLOWABLE LOADS CQDE GAUGE DOWN UPLIFT (160%) W H D A HEADER JQIST JU 24 18 1 9/1 1/8 1 3/4 1 (4) lad (2) lad 745 N/A JUS26 - 18 1 9/16 4 13/16 1 3/4 1 flaCrF&7a1A JUS28 1 18 1 1 9/16 16 11/16 11 3/4 1 IC6) lad jr -1240 4) lad 1160 Sscmil3ylrEts pl JUS210 I 18 1 1 9l16 17 13116 11 3/41 1 (4) 10d 3115 I.t's;ol,e:?wxc1�t 1. Specified Joist malls shalt be Installed at 30 to 45 degrees horizontally such that they is p j penetrate through the end of the oist and Into the header. 2. fthum header thickness shall be 1 3/4 Inches for 10d nails. 3. Allowable DOWN load listed Is at 1007. Duration of load, a I* 4. Uplift Load listed as N/A had ft e r d u` pt! d upU capacity less than the equlre 700 pou UNITED STEEL PRODUCTS COMPANY 703 RMW 5M, OffU RY, MPl 56 9 PKME (507) 364 -7333 NAME' FACE MOUNT JOIST HANGER O� DATES ROBERT W. LUTZ m v Q2lOTl07 PROFESSIONAL ENGINEER (STRUCTURAL) Jus Q[ FLORIDA REG. NO. 55409 # SH 1 T OF DRAWING # 1 MD0207 MDADE TYPICAL JUS MTAt.LATM PRODUCT DIMENSION FASTENERS ALLOWABLE LOADS CODE GAUGE W H D A HEADER JOIST DOWN UPLIFT (160 %) SKH26 16 9/16 5 1/4 / 1 11 t6) 16d 1 (6) 10d x 1 1/2 870 1, Miter cut required on end of ,joist to achieve allowable loads. GENERAL NOTES 2. Minimum header thickness shalt be 2 Inches for 16d nalks� L STEEL SHaLL CWW M AM AM STRXIW.AL MW 2% UaN AND A NDMIN GALVANIM COATM OF 6-906 3. Allowable DOWN load listed Is at 100% Duration of toad. a FASTENERS ARE M*VN WDtE NAILS MgJ= OTHERWISE NEMM 4. SKH26 Is skewed Right and Left. TIN FF ,,� � � � � s' A s T TM 4. ALLawABLE DOWN LOADS ARE Na DUMEASEO BY SHIRT TERN DURATION FACTM M ALLaWABLE LOADS ARE BASED ON THE NATMNAL DESIGN D SPECVICATMNS Fl3t WOODS CONSTRUCTDIN 2001 EDM13N IN ACCORDANCE WITH ASTN M76L rA & LUMBER SPECIES IS SOUTHERN PINE. • e e a s H , e W SKH26L TYUMAL SKHM INSTALLATION PRODUCT DIMENSION FASTENERS ALLOWABLE LOADS CODE GAUGE DOWN UPLIFT (160 %) W H D A HEADER JOIST JL24 20 1 9/16 3 1 72 1 /16 <4) 10 d (2) 8d x 1 1/2 490 N/A as V. lO6 alroaft JL26 20 / 4 3/4 1 1/2 15/16 �` " F JL28 1 20 1 1 9/16 6 15/16 � A - 170 JL210 20 1 1 9/16 18 1/4 11 1/2115/161<142 <8) 8d x 1 1/2 t! 1. Minimum header thickness shall be 1 3/4 Inches for 10d halls and 2 Inches for 16d halts. 2. Atlowable DOWN load listed Is at 100 %. Duration of load. 3. Uplift Load listed as N/A had uplift capacity less than the required 700 pounds. UNITED STEEL PRODUCTS COMPANY 703 ROPERS DRIVE, OffMOY, K 56869 PHmE =7) 364 -7333 c NAME, FACE MOUNT JOIST • e HANGER DATES ROBERT W. LUTZ j C `C7jU7 PROFESSIONAL ENGINEER <STRUCTURAL) TYPICAL J.26-9 INSTALLAr t f� �►/j� FLORIDA REG, N0. 55409 JLW2 " i SHE 2 DRAWING # i MD0207 MDADE � N M IA M MIANII•DADE COUNTY. FLORIDA MUMO -DADS R AOLER BUILDWO BUILDING CODE COMPLIANCE OMCE (BCCO) 140 WEST FLAGLER STREET, SUITE 1683 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2+101 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA} �"``' ' "��'°�`��" I United steel Products Camp". I&V5 Southcross Drive # 2W Burnsville, MN 55306 SCOPE: This NOA is being issued under the applicable rules and regulations governing ft use of construction materials. The documentafion submitted has been reviewed by Miami Dade County Product Control Division and acxaegted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other arras where allowed by the Authority Having Jurisdiction (AHD. This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Warm Dade County) and/or the AFT (in areas other than Mum 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 AIU may immedIately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC 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 Budding Code inchdimg the High velocity Hurneane Zone. DESCRU TION: Joist Hangers JUS Series and Framing Angles J A/MP Series APPROVAL DOCUMENT: Drawing No. HWA/MP, sheet 1 of 1, dated 02115/(}7 with no revisions, prepared by United Steel Products Company signed and sealed by Robert W. Lutz, PY., 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: Now LABELING: Each unit shall bear a pernment label with the manufactar&s no or logo, city, state and following statement: "Mami Bade County Product Control Approved or W)CPCA ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and time 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. Facture to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number prod by the words Mm Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. H 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 # 06-0605.10 consisting of this page 1, evidence page E-1 & approval document mentioned above. The submitted documentation was reviewed by Caries M. Utters, P.E. NOA No: 07-0419.01 Esph Date: July 09, 2012 Approve! Date: July 19, 2007 Page 1 United Steel Products Company. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS * Drawing No. JUSUAMIP, sheet I of 1, dated 02/15/07 with no revisions, prepared by United Steel Products Company signed and sealed by Robert W. Lutz, P.E. B TEST Test reports on wood connectors per ASTM D1761 -88 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. Report No. Wood Connedor Direction Date L 06 -6119 JUS26 -2 Upward & Down 12!13/06 2. 06.6120 JUS28 -2 Upward & Dow 121 3. 06 -6121 JUS210 -2 Upward & Dow 12120 4. 07 -6164 JA3 Fl, F2 and F3 02/01/07 5. 07 -6165 JA5 Fl, F2 and F3 02(02/07 6. 07 -6166 MPAI FI, F2 and F3 02/22107 7. 07 -6167 MP34 F1, F2 and F3 02!26/0'7 C CALCULATIONS 1 HMAM1P Series Calculations prepare. by United Steel Products Company, signed and sealed by Robert W. Lutz, P.E. D STATEMENTS 1. No Financial Interest letter issued by United Steel Products Company, dated 041(}4/07 signed. by Robert W. Lutz, P.E. and notarized by Loretta A. Parker. 2. Code Compliance letter issued by United Steel Products Company, dated 04/04/07, signed and sealed by Robert W. Lutz, P.E. 3. NOA Renewal Request letter issued: by United Steel Products Company, dated 04/Q4107, signed by Robert W. Lutz, P.E.. 4. Cote Compliance letters issued by Product Testing, Inc., singed and sealed by C. R. Caudel, P.E. Parlm M. Utran, P.E. Product Control der NOA No 0719.01 Expkuftn Date: July 09, 2012 Approval Date: Jolt' 19,2W7 E -1 i JUS JOIST HANGER ° PRODUCT DIMENSION FASTENERS ALLOWABLE LOADS (LBS) A W H D A HEADER JOIST CODE GAUGE DOWN UPLIFT (160%) oa 9 1j� JUS26 -2 18 3 1/8 5 1/4 2 1 JUS28 -2 18 3 1/8 7 1/4 2 1 m) 11 1480 129D JUS210- 18 3 1/8 9 1/4 2 1 (6) 16d 2[aa 1605 JUS46 18 3 5/8 5 1 4) 16d 1185 1040 N JUS48 18 3 5/8 7 2 1 (4) 16d 1480 1290 TYPICAL JUS INSTALLATION o JUS410 18 3 5/8 9 2 1 (6) 16d 2070 1605 JUS26-3 18 4 5/8 4 1/2 2 1 (4) 16d 1105 1040 JUS28 -3 18 4 5/8 6 1/2 2 1 (4) 16d 1400 1290 0 JUS210- 18 4 5/8 IS 1/2 i6d (6) 16d 2070 1605 I. Mininun header thickness shell be 2 inches for 16d naps. 2. Specified Joist nails shall be installed at 30-40 degrees horizontally such that they penetrate JUS through the end of the Joist and into the header, • b MP & JA FRAMING ANGLE CONNECTORS • . o PRODUCT GAUGE DIMENSION FASTENERS F1 (LBS) F2 (LBS) F3 (LBS) • e a H o CODE H D A HEADER JOIST 100% 160'A 100'/. 160% 1005 160% DLL WIND DLL WIND D &L WIND i A3 14 3 1/2 2 1/ (4) 16d (4) 10d x 1 1/2 466 466 608 716 171 171 JA5 14 5 2 1/22 1/2 MP MP3MP34 18 2 13/16 1 3/81 3/8 ' 4t2 i r.40 .2a6 a MPAl I 18 1 4 1/2 1 3/81 3/ 653 L Kninun header thickness shall be 2 Inches for 16d palls, and 1 1/2 inches for alt others specified. P1 2.. Load values are for franing angles Installed singly, and may be doubled If installed In pairs. 3. The ,Joist shall be a winbmm of 1 1/2 Inches thick. @cannot be used In this direction for wind uplift. ref FBC 2321.7- PkW* un uplift a 700lbs. TYPICAL MP INSTALLATION UNITED STEEL PRODUCTS COMPANY JA INSTALLATION _ SIMILAR, 14=Sui ffmD*^ft6eWQ, Bunwft AIpd5M PH (90 8111111410151. PRODUCT RmqEwsv NAME+ GENERAL NOTESt > 91i,218 C% as ca +ea yaat AND FRAMING ANGLE wi3m6vv10fi" FACE MOUNT JOIST HANGER L STEEL. SHALL CONF�n TO ASTM ABS3, STRUCTtRAL fieADE 33.t7�'L s * d! AND A 1404" OALVANZMD COATWO OF C Pa + G.&i'sCft No r DATEt i~ FASTENS AIM C130M WINE NAL WLESS 13THOZwlst NOTED. ir..,'�a .Vwn 2/15/07 ROBERT W. LUTZ A�ANS AFT LOM HAVE ]BEEN DME� ME A Sty TEW PROFESSIONAL ENGINEER (STRUCTURAL) MRATM FACTM OF 60 WIND LOAD CONDIIM tat fldtTM DeWASE ALLONED. L: 1hs01 FLORIDA LICENSE, NO. 55409 4. "WAI LE WW LOAN ARE NOT WIREASED BY T Tenn L.g - ., 1 Co L A ARE RUM ON THE �'T BMW EET� DRAWING # 1 JUS /JA BF � EMS+. FM 1 OF 1 Mp MDADE M I A M PD/ADE NUAM[ DME COUNTY, YWRIDA _ METRO -DARE RAGI ER BUILDING BUILDING CODE CONWLIANCE OFFICE (BCCO) 149 WEST FLAGLER STREET, SUITE 1167 PRODUCT CONTROL. DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (3057 375 -2908 NOTICE OF ACCMANCE (NOA) ww y m�imi de pa�ih a�dlaacode United Std Products Canny 14M Southcross Dare # nL B==vEk MN 55.E 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 Warm Dade County and other area where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The ATiarm Dade County Product Control Division (In Miamm Dade County) and/or the AHJ (in. am other than Komi Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or malmal fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AM may immediately revoke, modify, or suspend the use of such product or material within their ju dsdwdom. BCPRC 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 budding code. This product is approved as described herein, and has been designed to comply with the High velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Wood Conn tors "PAU" & "C" Series. APPROVAL. DOCUMENT: Drawing No.1W-n titled "PAU SERIES (Post Anchors) & C SERIFS (Post Caps)" prepared by Umted Steel Products Company, sheet 1 tit 2 of 2, dated W3003, with no revisions, sped and sealed by R. W. Lutz, P.E,, bearing the Idiami Dade County Product Control Renewal stamp with do Notice of Acceptance (NOA) number and approval date by the W mi Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit sh aU bear a permanent label with the manufacturer's name or 1090, 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 afur the expiration date or if thew has been a revision or change in the materials, use, and/cc manufachm 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. ADVERTME ENT: The NOA number preceded by the words KWrn Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. H any portion of the NOA a 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 # 034MM and consists of this page 1, evidence page U1 tit approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrwa, P.E. NOA No: 07- 0306.06 a Eq*atlou Date: May A 2012 Approval Date: Jame 07, 2007 Page 1 United Steel Products Company NOTICE OF ACCEPTANC„ E: EVIDENCE PAGE A. DRAWINGS 1. Drawing No. 100 -02, dated 04/30103, sheets 1 & 2, with no revisions, prepared by United Steel Products Company, titled "PAU SERIES (Post Anchors) & C SERIES (Post Caps)" signed and sealed by R. W. Lutz, PE. B. TESTS (submitted under NOA # 03- 0508.05) Test reports on woad connectors per ASTM D1761, signed and sealed by C.R. Caudel, PE. Laboratory Report Woad Connector Direction Date 1. PTT # 01 -3345 PAU 66 Up &Down 10131/01. 2. PTI # 01 -3344 PAU 44 Up & Down 10/29/01 3. PTT # 01 -3348 C 66 Up & Perpdrl r 10/08/01. 4. PTI # 01 -3347 C 46 Up & Perpdclr 10105101. 5. PTT # 01 -3346 C 44 Up & Perp<Iclr 10102101 6. PTI # 02 -3921 C 88 Parllel & Perpdclr 01/17/03 7. PTI # 03 -4301 C 88 Upward 04115/03 C. CALCULATIONS (submitted under NOA # 03- 0508.05) Cale d kited Capacid es prepared by R. W. Lutz PE. Product Model No. of Pages Date Signature 1. C44,46 & 66 1 through 5 12/20/01 R. W. Lutz, PE. 2. PAU 44 1 through 5 12/21/01 R. W. Lutz, PE. 3. C88 1 through 3 04/09/03 R. W. Lutz, PE D. STATEMENTS (submitted under NOA # 03-0508.05) 1. No Financial Interest letter issued by USP Lumber Connectors, dated 01/18/02 signed by R- W. Lutz, PE. and notarized by R. Radabaugh 2. Code Compliance letters issued by USP Lumber Connectors, dated 01118/02 & 04/30/03 signed and sealed by R. W. Lutz, PE. 3. No Financial Interest letter issued by UPS Lumber Connectors, dated. 04/30/03, 4. signed by R.W. Lutz, PE and notarized by G. P. Gunkel. E. OTHERS 1. Code Compliance Statements and Revised Calculations prepared for United Steel Products Co., signed and sealed by Robert W. Lutz, PR os M. Utrera, P.E. PrOdud Contrel ExanAw NOA No 074306.06 Eapiraton Date; May 02, 2012 Approval Date: Jane 07, =7 E -1 GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 , STRUCTURAL GRADE 33, AND A MINIMUM GALVINIZED COATING OF G90. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED, 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A SHORT TERM DURATION ° FACTOR OF60% FOR WIND LOAD CONDITION. 6 00 PAU WAUCR � NO FURTHER INCREASE IS ALLOWED m-T 7 ---' � 4) ALLOWABLE DOWN LOADS ARE NOT INCREASED 0 0 0 . BY SHORT TERM DURATION FACTOR. 5) ALLOWABLE LOADS AR£ BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION .O 2001 EDITION FOR SOUTHERN PINE • 0 (G= 0.55 OR BETTER AND MOISTURE CONTENT OF 19% OR LESS), ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM D1761. 6) PENETRATION IS ASSUMED TO BE 2' INTO WOOD, PAU POST ANCHOR W/ B ❑LT SERIES 16 OR 12 GAUGE STAND —OFF 10 GAUGE SUPPORT COVER 10 GAUGE WASHER DIMENSIONS FASTENER SCHEDULE ALLOWABLE LOADS (Lbs.) POST BEARING UPLIFT (160 %) PllSCT POST/C ZEL Ll L2 H L A BOLT NAILS BOLTS 100% NAILS BOLTS PAU44 4 x 4 3 -9/16 3 5--7/16 3 Q) 5/8 (12) 16d C2) 1/2 6885 1825 1825 PAU66 6 x 6 5 -9/i6 5 2 -7/8 2 -7/8 (1) 5/8 (12) 16d C2) 1/2 14,300 2425 2425 UNITED STEEL PRODUCTS COMPANY SmAhma MWO, 8ufs zoo. Bane. MN PH t 950 NAME' PAU SERIES A.ssar��ases �a O � p� (POST ANCHORS) DATES ROBERT W. LUTZ 2�21�07 PROFESSIONAL ENGINEER (STRUCTURAL) of t y tz FLORIDA LICENSE. NO. 55409 SHEET, 1 OF 2 DRAWING # ► 100-02 MDADE Y C88 4 • I e• • 0 • • • e • • 4 l ` i �1.� yt • C88 C POST CAP SERIES 18 GAUGE GALVANIZED (TYP) DIMENSIONS FASTENER SCHEDULE ALLOWA cola Code LOADS (tbs,) °dies Cede DESCRIPTION (160'/.) - .cEgtasce iY PRODUCT CODE y f1 W2 H1 H2 Ll L2 POST BEAM F1 F2 UPLIFT • sp:retim C44 4 x 4 POST CAP 3- 9/16 3 -9/16 2 -7/8 2 -7/8 3-1/4 3 -1/4 (6) 16d (6) 16d 860 860 820 C46 4 x 6 POST CAP 3 -9/16 5 -1/2 2 -7/8 2 -7/8 5-3/8 3 -1/4 1 (10) 16d (6) 16d 950 950 745 6 x 6 POST CAP 5 -1/2 5-1/2 2 -7/8 2 -7/8 5 -1/4 5-1/4 1 (10) 16d 00) 16d 11690 1690 870 C88 8 x 8 POST CAP 7 1/2 7 1/2 5 5 7 3/8 17 3/8 1 (16) 16d (16) 16d 12340 3225 1125 GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVINIZED COATING OF G90. 2> FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 3> ALLOWABLE UPLIFT LOADS HAVE BEEN UNITED STEEL PRODUCTS COMPANY INCREASED BY A SHORT TERM DURATION 14306 Sub2DE}. MN PH (OR SWMI FACTOR OF 60% FOR WIND LOAD CONDITION, NO FURTHER INCREASE IS ALLOWED. NAME' C — SERIES 4) DESIGN ASPECI L OA DS 13AS ON THE DNS FOR WOOD CONSTRUCTION (POST CAPS) 2001 EDITION FOR SOUTHERN PINE f4 DATE° CG= 0,55 OR BETTER & MOISTURE CONTENT OF 2!21!07 ROBERT W, LUTZ 19% OR LESS. ALL TESTS PERFORMED IN ACCORDANC WITH ASTM A1761. PROFESSIONAL ENGINEER (STRUCTURAL) 5> PENETRATION ASSUMED TO BE 2• INTO WOOD. 1 5 FLORIDA LICENSE, NO. 55409 6i� Fl LOADS PARALLEL TO WALL. 7) F2 LOADS PERPENDICULAR TO WALL. S O 2 ° OF 2 DRAWING # 1 100-02 MDADE 8) ALLOWABLE LOADS FOR UPLIFT, Fl & F2 ARE NOT TO BE COMBINED, Post Anchors - PAU44, PAU46, & PAU66 series concrete Anchor Diameter. 5/8' Refer to the current USP Full Line ,OM Uplft PAU44: 1760 tbs. Catalog and Anchoring Systems PAU46: 1760 Ibs. Catalog for complete information. PAU66: 1785 lbs. Min. f c = 2000 psi Installation 1— Minimum End (Q and Minimum Edge (c, ) Dist. for Stemwalis (IN Product Embedment Ed End Anchor Distance Distance Capacity pbs) CIA - GEL 7000 1 - 7/8' 1 5' 1900 CIA EA 5 -5/8" 1 -3/4' F 2500 DUC NIA NIA NIA N/A N/A Installation 2 — Minimum End Dist. (c and Minimum Edge (c,) Dist. for Slabs Product Embedment Distance Anch r Distance Ca CIA -GEL 7000 2 -1/2' 1 -3/4° 5" 1900 •Y �s �- +` CIA-EA S-5/8" 1-3/4' 5" 2550 DUC NIA N/A N/A N/A N/A j ° • ; t Installation 3 — Minimum Edge (c,) Distance only M Slabs �. . Product Embedment Edge Ern! Anc .' Distance Distance Capacity (ibs) ` CIA -GEL 7000 2-1/2 1 -3/4' S' 1900 CIA 5-5/8' 1 -3/4' S-5/8' 2625 �. DUC NIA N/A N/A N/A N /A Installation 4 — No Minimum Edge or End Distance in Slabs Product Embedment Ed End Anchor Distance Distance capacity (lbs) CIA -GEL 7000 2-1/2' 1-7/8' S" 1940 CIA-EA 4-1/2' 4-1/2' S' 2895 DUC 58 -450 4-1/2' 4-1/2' 5' 5460 Capacities for connectors are taked from the current USP Full Line Catalog. Refer to USP's Full Line catalog for all requirements and information including code report numbers, proper installation, post thickness, deflections, etc. 100% Uplift load capacity for the connector and the anchors listed above have not been increased for short -term loading. Allowable capacities for most products may be increased In accordance with Section 1612.3.3 of the UBC of Section 1605.3.2 of the 2000 IBC for wind and seismic loading. Please refer to the latest technical information and ICC/ICBO ES Reports for load increases allowed for each product. Installation 1 Installation 3 G2 P2 r W C1 C, Installation 2 Instffilation 4 GZ P2 G� G1 1 1 1 6OX .5 Ar Leading Builders Construction Company 'L.WCILwg tie future Cv. &kudu wg' Insulation Certificate Job: 186 NE 108" ST Miami Shores, FL Permit # 09 -1697 To Whom It May Concern: Leading Builders Construction Company installed R -5 on all exterior walls where drywall work was performed and installed R -30 in all ceiling areas as per plan. Thanks, Brian Dickens Leading Builders Construction Company 954 -605 -3617 13030 NW 8'' ST Miami, FL 33182 Phone 954- 605 -3617 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954- 831 -4000 i VALID OCTOBER 1, 2009 THROUGH SEPTEMBER 30, 2010 ' DBA: Receipt #: 180-8068 Business Name: LEADING BUILDERS INC Business Type: GENERAL CONTRACTOR (GEN Owner Name: BRIAN DICKENS CONTRACTOR) Business Location: 1437 NW 9 ST Business Opened: 07/10 /2002 DANIA BEACH State /County /Cert/R": CGC1507080 Business Phone: 954- 605 -3610 Exemption Code: NONEXEMPT Rums seats Employees Machines ` Professionals 1 For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF fee Penalty Prior Years Collection Cost fatal Paid 27.00 0.00 0.00 0.00 0.00! 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS I THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is WHEN VAUDATED non - regulatory in nature. You must meet all County and/or Municipality planning and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that I Mailing Address: it is In compliance with State or local laws and regulations. f LEADING BUILDERS INC Receipt g13A -09- 00000315 j 13030 NW 8 ST Paid 10/09/2009 27.00 MIAMI, FL 33182 09/30/2009 Effective Date A. t; llxl/ ctlon Management t ►Wft lJc"a',to. I AWW441 MIAMFIaADE - WAMI- -DARE COUNTY, FLORIDA • - METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE B Noted 140 REST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DI 1 MIAMI, FLORIDA 33130 -1563 MOOPM ° Rf3UblllW (305) 375-2901 FAX (305) 375 -2908 NOTICE OF ACCE . /8vt81A`t of wnoW o*. w�vw,bnildtn�*cadeonllne core Town & Country Indus tri 400 West McNab Road Ft. Lauderdale, Florida 3 09 SCOPE: E AW M &Wt. This NOA is being issued wider 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 (AID. 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 AEU (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 ' gbt to revoke this ce if it is ��P� determined by Miami - Dade or material fails to meet the requirements of the applicable building This roduct is p approved as described herein, and has been design t '� � ., i cadre Zone of the Florida Building Code. DESCRIPTION: 0.050" (min.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 08 -351, titled " 0.050" Aluminum Storm pa sheets 1 through 6 of 6, prepared by Knezevieh Associates Consulting Engineers, dated September 01, 2008, signed and sealed by V.J. Knezevich, P.E. on September 03, 2008 bearing the Miami -Dade County Product Control Revision 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 LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the 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 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 revises NOA # 05- 0713.03 & cons E-2 as well as approval document mentioned above.! d d �� The submitted documentation was reviewed il ia A NOA N 09 -0114.03 • - - l � E i b Date • 11/16/2010 Approval Date 04/01/2009 Page 1 R BLDG DEPT S m�ti SUBJECT i0 CCPvIPI_IANCE WITH ALL FEDERAL STATE AND Cr UN Y .gULES AND REGULATIONS Town & Country Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00- 0849.03 A. DRAWINGS: 1. Drawing Number 00 -159, titled ," 0. 050" Aluminum Storm Panel' , sheets 1 through 6 of 6, prepared by Knezevich & Associates, dated August 1, 2000, last revision #1 dated October 26, 2000, signed and sealed by V J Knezevich, P, E. B. TESTS: 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.050" aluminum storm panels, prepared by Construction Testing Corporation, Test Report No CTC 00 -028 dated 0612812000, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS: 1. Comparative Analysis and Anchor Analysis, dated 0711212000, pages I through 56, prepared by Knezevich & Associates, Inc., signed and sealed by V. J Knezevich, P.E. 2. Comparative Analysis, dated 1012612000, pages 1 through 3, prepared by Knezevich & Associates, Inc., signed by V J. Knezevich, P.E. D. MATERIAL CERTIFICATION: 1. Mill Certified Inspection Report of coils, for Aluminum Alloy 3004 -H34 by Jupiter Aluminum Corp. with physical properties. 2. Certaf ed Tensile Test Report by Certified Testing Laboratories, Report No CTL- 592F dated 0612612000, for Aluminum Alloy, signed and sealed by Ramsh Patel, P.E. 2. EVIDENCE SUBMTTED UNDER PREVIOUS APPROVAL # 03- 0421.13 A. DRAWINGS 1. Drawing No. 03 -259, titled " 0.050 "Aluminum Storm Panel sheets I through 6 of 6, prepared by Knezevich & Associates, Inc., dated April 04, 2003, last revision #1 dated September 23, 2003 signed and sealed by V.J. KnezeWch, P -K B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSOURANCE 1. By Miami Dade County Building Code Compliance Office. elmy Makar, P.E., M.S. Product Control Examiner NOA No. 09- 0114.05 Expiration Date: 11/16/2010 Approval Date: 04/01 /2009 E -1 Town & Co�tryy Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT TED E. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05- 0713.03 A. DRAWINGS 1. Drawing No. 05 -353, titled " 0 030 " Aluminum Storm Panel ", sheets I through 6 of 6, prepared by Thornton- Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J Knezevich, P.E. B. TESTS I. None. C. CALCULATIONS 1. Anchor Analysis, dated June 15, 2005, 39 pages, prepared by Thornton- Tomasetti Group, signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSOURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 4. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 08 -351, titled " 0.050 "Aluminum Storm Panel", sheets I through 6 of 6, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, signed and sealed by VJ. Knezevich, P.E., on September 03, 2008. B. TESTS 1. None. C. CALCULATIONS I. Anchor Analysis, dated September 09, 2008, 19 pages, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, signed and sealed by V.J. Knezevich, P.E., on September 03, 2008. D. QUALITY ASSOURANCE 1. By Miami Dade County Building Code Compliance Qfice. E. MATERIAL CERTIFICATIONS 1. None. A. Makar, P.E., M.S. Product Control Eaaminer NOA No. 09- 0114.05 Expiration Date: 11116/2010 Approval Date: 04/01/2009 E -2 LABEL o. ow ALUMINUM STORM PAN LOCATION CON (; a, U4 -20 MACHINE .C.. 1 fflA , CHWE R 12 TUB CM 0 " �mj " N M. 0 . SED1 ° E REYER s 0 1 s s W No. 10 o ■, a o I ■. E t �e000" c OVERAGE � 37 Z 30" O " " (D 8MRM PANK 18 HALF STORM PANEL O "REAM O VHEADER ANGLE O SCALE, 3" 1' - AWE S &RD4)Lff lW " ® HEAR tUO {�qg�) STUD . 0" SCALE , 3" ' . 1-0" SCALE, 3` o Y -0 SCALE, 3" a i' -0" O SCALE, 3" . T -0" SCALE, ALE, 3" 1' -0" 76° 76" V u 524 3 -30 . 5" MAX. ONE U4 -20 MA .B .190 .190 563 "0 ION �� W j r O.C{STUD .375` R .1T7" .44 OR kSS 0" � RS j j�{ I 3" 482" 655" 13" 465" 655" xt I, '* :215 " i 215 ,J 1 '215 213 0.090" (TYP. 0.090" (TYP.) 1 . n .632" 1.00" MIN. A9 " S M. .314 OR 9 " YM 377 " 5,00" MAX. 0 " OR O.OS6" 6063 -T6 ALtRM !` ---- -F LOPTWNAL LEO DIRECTION PW3N.UM EYHOLE ANGLE ■ STUDAN{RE 6TNICK IAID-0iJTFTRAGK xP'TRACK 'PANGLE•TRUK i NUT WASHER SCALE, 3" . T -0" SCALE SCALE , HA H OTRACK B � SALE , HALF SIZE SCALE, HALF SIZE OSCALE , HALF SIZE ®SCALE , HALP SIZE 0 SCALE, HALF SIZE 18 E , MALF S ■ A ll i. HURRI �t H� T RTHEiittBl' OtIT1 '' R GABLE =A ANCHNISQIERUFOR Cq(0 $gg� ag pgg 0 , %LO6 THAN OR AaegNa0x6N0 .01/ O p8 1/4" AX. 33 P R me LOM a A�fiGd`t�kd g NE F gE p qF 4c§ 1 PLARUNT MAX; 3. AC[ORDANCE WITH THE GOVERN CWE OD�V6 VIEW �■ 1 ppoy ALUM. ANOLE CLOSURE 4. D1v6lOD �SPfiCIFIC %WMM Dj j ftCLUDE INFORMATION L lmxx.. SEE STORM PANEL SPAN TO 2" x 5" x 0.125? MAX. IiO CONC TE BLOCK 4. �'�I A AP A P Y�L DOCUMENTS SHALL COMPLY WITH CHAPTER 6%S-23 SCH DOLE -TABLE 1 � MW MWME MAIL OR WOOD FRAMINO. SEE TRATIYE CO�Aq {t� •{MIDAL HORQQM ANCHOR SCHEO. BASED SCALE, 6 R�A'fERFAC AL U4" = 1' - 0" „ lRR1 ON TYPE OF STRUCTURE CRE U L T SHWTER AND MALL OR 7. IOCUMENTS WILL VOID (PERPENDICULAR TO THE ApPRPOYAI TIONS TO THESE APPROVAL D PANEL SPAN) B. � 01�R I C T�F, A ffid "MROCUMENTS THE TYPICAL SECTIO Top MOUNT MA Al �T pj�1 • ' — "��ro...,,� ALtD1. AIRlI.E 1 ASTENER (� 12" O.C. FOR A 7C.fyy .- ° tEl•D"W T tl•O5UTA PIECE DESIBN LOADS LESS THAN OR iAC / DISTANCE Y z 2" x 0.12g" MOL TO EQUAL T0110 P.S.P. 6gp S" O.C. S B) - P P RAND ° \� J 2• x S" x O.S'S° FOR DESIGN LOADS BREATER c$ul`�15`1Yr61 \ J 1.00" EXIST NB CONCRETE THAN 1 P.S.F. (SEE ANCHOR y gTH V PLA N I tt SCNED ANY ACCEPTABLE zoNE a T EP rHE F \ 650" D wow PR�AMIN BEE MgRKpttgB gpp�� BE ytTMW 12 pp pp ENp pp 7ME �NEL p , ANCHOR SCHED, BASED Y.J. Kn■zevkh 9.F miE MARMIN(i pER PANEL ANO 8HA1L 8H PERMAtffN LACED j �" .i ON TYPE OP STRUC. x At AMl W 1 \ @ pD UTMOUHTCLOSUREDEDN ° ggT7ppRRM�1 pp ggi�gg 8g�}F Bg��U�4q_Hgp pR gpg��tlg4 p� M1HUM L� �y �.17H 7� �y7 . +. AS 10• pOLLOWiNivNO•ilO.1t�S5 APID MECFIANICAi. PRQERTIES, lf0MIP7AL O.QSO' +zzP a0 ��� P7AX. 11. ALL EXTRUSIONS SHALL SO 6063 -T6 ALUMINUM ALLOY, U. Q 2. AA 1. 0 MAX. 1 O MOW 11 I��'� o, I ft#MA t.,ML XAWWD OR S 7AOLLE85 STEEL WITH -t N TH OF' �Ep y p��1yONS ISTMO CONCRETE. ((( $ ERH d S STS HOLLOW C ONCRETE BLOCK " -. "`•. 'EEfi�.ENLOT OA WOOD FRAMMG. °■O 08 2008 lwj BOTTOM MOUNT WALL MOUNTCLOSURE OtTA& 4 TYPMVE111TALELEVAIM IYPICAI.CLOS{IREDETAILS IMAPO HURRICANEPROTECTM SCALE, 1/4" .1' - 0" SCALE, i -U2" . T -0" PARE! 186 0.050° ALUMINUM STORM PAN O1 COtp�Ilpd1YPE EXISTING CONCRETE, EXISTING CONCRETE, PTIONAL LEG DIRECTION REFERENCE ANCHOR HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR 0010r61W1 Tm SPACING FOR MAX. d WOOD FRAMING—, 007YPE WOOD FRAMING REFERENCE ANCHOR (TYP. TOP AND BOTTOM REFERENCE TOE ANCHOR B SCHEDULE FOR MAX. SCHEDULE FOR MAX. SPACING SPACING EXISTING CONCRETE, Ef . HOLLOW PAM CR ETE BLOCK OR /2 . 2 1/4" MAX. �� S 1I4° MAX. ;TYP. TOP AND BOTTOM) 3 ' EXIST NG Q y s EXISTING CONCRETE Q m w HOLLOW CONCRETE §LOCK OR 0 . Q J J WOOD PRAMIN ST F" GLAZING m w W pplypE EXI GLAZIN ING 1 I �- b SEE MIN. 0.r EXISTING a Q REFERENCE ANCHOR SEE MIN. t0- w STORM PANEL O GLA 1 GL ~ SPACING FOR MAX. STORM PANEL w p SEPARATION 1 J Ir SEPARATION FROM GLASS F 1/4" MAX. FROM GLASS y TABLE „°� N. TABLE , y = STORM PANEL w w y 0 Z SC N SEPARATION w m} Q m z FROM ASS TABLE 2 to g a r 4 Ja 4 MAYBE X ° ' < < r tp ~ y 9 y EVERSE E 6 EXISTING 1 1-7 9 y GLAZING— SEE MIN. y ® § t y STORM PANEL y SEPARATION �iSYY YYY /4" MAX. FROM GLASS R REFERENCE � =TVPE ANCHOR TABLE 2 ,g e SCHEDULE FOR MAX. Cl t TVFE 1/4" MAX. y FASTENER ? HOR SC 6" O.C. OR ® SPACING. O NOT SPACING REFERENCE ANCHOR 5 81 OPB)NRLTOP OOUNTOdf x+ EXCEED ANCH SPAEDULE FOR MAX. 9" 9" REMOVABLE Y W/ KEYHOLE 7/4 -20 MACHINE BOLT WITH p A KEYHOLE WASH ROW �� � LOCK NUT 0 12" O.C. 10 8 xXECi I'I 0 {TYP. TOP BOTTOM) 01 CMON.T rMvE L DI TION 2Fp�OE NCCf ANCHOR SCMEDULH FOR MAX. SPACING WALLlWUNTSECTICN SURDfiUTN�UNTSECM THREE ? /4 "mxMIN.4" 'P'TAACKjCIRECTk0.000NTSECTICN ® SCALE, 3" v Y - 0" p L 9 ONG WOOD LA6 SCREWS © SCAL& 3" m V- 0" ISTfNG CONCRETE, EMBEDMENT WTO 4 HOLLOW CONCRETE BLOCK OR MEMBER " WOOD ROOF WO06 FRAMING _ EMBEDMENT 1 I TO THE PANEL PACE -E XISTING (STING STUCCO TrVE S REFERENCE ANCHOR GLAZING a LLui FINISH OR PLYWOOD SCHEDULE FOR MAX. _ SOFFIT SPACING a 7/4" 1/4" 1 X MAX. MAX. SEE MIN, n n 2" x S STORM PANEL 4 O " x tI8" 9 O x CNT. ALUM. t14% 3/4" o 14 EXISTING SEPARATION f Qo ANGLE OR 4" 3 " TfK SCREW H PROM= REV�FD GLAZ .g FROM GLASS J J x 1/4" x CONT. p 12" O.C. 0. p3eam*I0gvAhtbeitmt0 Z m TABLE ALUM. FLAT BETWEEN • �w,0 p�, addinceft £ r OET�I°PASSifIN/lGC1ANCf�it&E v 1MAX. ST ORM, TRUSSES nn SEE MIN. w Vt h V.J. KrtOZavfoh STORM PANEL (1 y j v I U IL W � OWN. /4 "0 THRU BOLTS SEPARATION q t , .q W/ LOCK NUT 0) 12" O.C. 1 Wa FROM GLASS I satm w= ASTENER, SEE DETAIL XKTNiG TABLE 2 4 9 y COIR. NMI= �, (9)ANCHOR SCHEOULE, GLAZING ° r mwm m $=K% vmm FOR MAX. SPACING 6� 1Y 4+ y 12 T g W x 0 1 gN C100NNLSTbP1TYPE 1 AIWL ANGLE REFERENCE ANCHOR 4 yy /4° SCHEDULE FOR MAX. Y4 SPA a� A9 NOIID RI PEER.... ANCHOR HOLL D LOCK 0 OB 18 'ZDOB CHEDULE FOR MAX. WOOD FRAMING. SEE OETA0. 7 SPACING 08 351 Q CBLINQIfLOC81NQIJM "PASS Troy Trout' Emu CEfE1N8 A40UNT! Blued CUf BEGf�Y © " SCALE, 3" m T - 0' O SCALE, 3" m 7- 0" PAOE2016 0.W AWMINUM STORM PAW OR FRAMING TRUSS MING MEMBER WOO D D LAG SCREWS MIN. 3" LONG OR FRMING OD LAG 1- "1- /'" 24" O.C. MAX. WITH EXISTING STUCCO 2 -1/2" EMBEDMENT TMO V4 MW, 4" LONG INTO WOOD MEMBER STAINLESS STEEL FINISH OR PLYWOOD 1 F THE WOOD LAG SCREWS 50FPI7 TWC 1 /4 "Ox MIN. 4" LONG USE V4" WOOD LAG SCREW OR 24" Q.C. MAX, WITFI EXISTING WOOD LAG SCREWS 1 /4" ELCO - MALE/PEMALE �3/4" MOV. EMBEDMENT GLAZI ® 24" O.C. MAX. WITH $ PANELMATE REFERENCE ANCHOR INTO EXISTING 2 -1/2 ° EMBEDMENT SCHEDULE FOR MAX. STUDS INTO WOOD MEMBER SPACING 1 " x 4` x 1/8° " 1/4" x CONT. ALUM. P x 4" OR 1" z 6" MAX. CONT. 3° z OR b" z WOOD 2 TUBE 14 z 3/4" TEK SCREW p Q62' CONT. ALUM. 3 • z; FRAMING REQUIRED 4 8" 0. TUBE (6063 -T6) 14 x 3/4" N V2" PLY 4 MAX. T R , 12 EK S CREW pp M EE OR f! N ° z EXISTING li _ i' b MAX. CS " GLASS 4 TRUSSES x GLAZI & TO j 9 nj C. m ° PANELS T FROZ a 6 • IQ.. EMBEDME ~ 2" x S" x 1 19" CONT. y F X45 T , MEN FST� E �. 12 D.C. q 1 N EXISTING 1 EMBEDMEN GLAZIN z °J SEE M 1 x Z a SEPOARATIONL q IL PROM GLASS 8 N p TWO 1J4 "9Sx MIN. 4* LONG TABLE STAINLESS STEEL WOOD LAG SCREWS II REFERENCE ANCHOR f-3 4" MIN E EN I . - 4 MAX. 4- MAX SCHEDULE FOR MAX. IN CENTER OF STUDS I 14 "Ox MIN. 2 -1 /Y LONG pp • I" SPACING STAINLESS STEEL ® SCHEDULE REFERENCE FOR MAX. WOOD LAG SCREW 12" O.C. SCHEDULE DULE FOR MAX 2" % 6" P.T. C EMBEDMENT SPACING XISTING CONCRETE W000 BLOCKI INTO WOOD BLOCKING XISTING CON E HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR W000 FRAMIND WOOD PRAMING ref B(I0 0 D@I /BUQ D OUT SfCT�IN O C®ul�D-0ltT MOUNT SEGIi�d BURR- dUTI�QR MOUAITBECTIOM L:1 SCALE. 3" = r - 0" SCALES 3" = 1' - O" O SCALE, 3" = P - 0" USEL°JDR ®WITH MACHINE MACHINE SCREW WITH .67B" x .675° GLASS x RE SQUARE � SCREW HEAD SEE MIN. 1 m STORM PANEL 6 SEPARATION T FR A O B M L I ASS uIy�� O.D. x 1/4" 3/16° c( TO LOCK STRAP IN NYLON BUSHING SS PLACE USE A THUMB OR 1/4-20 S.S. NU (TYYYYffff++++• \ L SCREW OR A TRUSS d z( * e76 OLT Ci 1 ZZ Y.d Kn6 szvich j w 9 Rom 4 -20 x 3/ACHINE SCRTH .676x .6TS" MB REPE IANCHOR TH 50UARE PROD=REVISM 5GMEDULE POR MAX. W HEAD h m - 6 1 5 - 1 P9 XISTING CONCRETE CING §L 16" I.D. AND DR WOOD PRAMFNG 2" O.D. x 3/16 SHlNG OR 4 -20 LOCTION °eti Dg B 2408 NOIE: IOPOEfFRSiWL W 01COB0AERE1N141Rildt T (GALVANIZED) OF STUD n•Nermal6R•u•1a lrm xolDir 08" I O CTRAti;KA6S Y -{P EA�IRiT © C7RACKA bffiLY L" ® G7AACKASS RIOVm ok#bks SCALE, 3" a T- 0" 5CAL8+HALF SIZE N.T.S. PAGE3d8 O.OW ALUMINUM .STORM PAN EXISTING CONCRETE FRAMING WOOD HOLLOW CONCRETE BLOCK R 1' 2" OR WOOD FRAMING EXISTING CONCRETE, 12*. BRI 2 ". 4 x 0'055" 6063 -T6 NON- STRUCTURAL FINISH HOLLOW CONCRETE BLOCK 5" ALUM. TUBE MATERIAL TERIAL CK OR WOOD raE REFERENCE ANCHOR OR WOOD FRAMING E b p TWH EMBEDMENT SPACINGS FOR MAX. REFE DDUEE FOR MAX. - / 2" �. FOR SCHEDULE 1/ /4 M AX. E I MAX. o / 2« 2 1/4" MAX. GLAZIN 3 Z � - � 4" AX. x w S TORM PANEL 1 6 SEPARATION T ~ R a. ABLE EXISTING LASS r - GLAZIN i m • y 9L F EXISTING I o„ STORM PANEL GLAZING- t w w SEPARATION w �w4 Q ei 4 9 m g FROM GLASS 1 d TABLE w w Jy V4` au MAX. 5 4 -20 S.S. SOLT i 4 0 8 NUT r z t 11" O.C. 4 S 0. 2° x /B' N VL-20 STUDS CONT. ALUM. ANGLE 012" O,C. �' REFERENCE ANCHOR - x SCHEDULE FOR MAX. e w C4 n SPACING 1/4" fNO MAX. — — ECIW nm REFERENCE ANCHOR 11 A REFERENCE ANCHOR SCHEDULE FOR MAX. p �� 1 ". 2° b SCHEDULE FOR MAX. SPACING $ g 2 "x 2" x 0.055' 6063 -T6 ALUM. TUBE SPACING 8 X CONCRETE 2 °. 4 HOLLOW CONCRETE D LOCK 2 "• S" /� WALL �DUSET�R ���TIiE NON- STRUCTURAL OR WOOD FRAMING \:J SCALE. 3" 0 1• - 0" p FINISH MATERIAL (1 t0(QQD CEILlM1IB/ INS9}E N1019�TSk'Cm © WALL MMW/ MAD OUT SEUOfl v SCALE. 3` . T -0° SCALE, 3 ". V- 0° 5" LONG HANDLE TING RIVETED TO PANEL 1 OW V4 -20 S.S. BOLT JA SCCHEDULE FOR CMAX, 1" /8'b HOLE ROR 1 SO 0 { UT PUNCH V2° x SPACING------) ___�__._ - T FASTENING PANEL & ( ADJACENT PACEIVE 20 GppAGE PLA S,�EL PAS OVER EENT' jf 2AL�1M.8" 1 PANEL AND FANUTS GLE 1" OVERLAP FROM THE INSYom, 4 8 P. X1gT�NG HOLLOW MAX. ( OttCRETE BLOCtC �-� Fft FAK0.8WK.P•4'6W0LDMWUDU7 T2J WAN Y�Know" BAY WINDOW V4 -20 x 1° MA O R+OENgRPABTEPAWOMMAMMY � Nam ���E aasM SCREW STU W SCALE. 1- 1/2 °.1' -0° WASHE(�ED Dy/I NUT 12 O.C. `CONNECTS 1/4 20 S.S. SOLT TO ADJACENT PANEL PDDOC'C IAEYHSEp & BOLT & ING .� I 0 24 O.C. TYP. 1 � HEq.S pEPICT THETAPLggSTEEL 1 OVERLAP 6 POR OPEl WITH PANELtS � TrEE �(•10 NTED y� p��7�{Eg {I{N�STpAgLpLgETD'p ROM gMSpINDpE. USE DEDLANGLE ONT. IT� BOTH SFDESI MOUNTRCPR �'U MEADHR TOP IN D$�1$� 008 MAX. SECTION T1 °1 °� 08.951 O TYPR:AI. CORNM CLOSURE DETAU INTERIOR FASTEM DETAL 68MEM SCALE. 1 -V2" - 1' -0° ®N.7.5. PAOB4016 ful,0170 0.0W ALUMINUM STORM P EDULE BRIDGE w3Wd1ESOEMUINSMID VM LOAD SPANS UP SPANS UP T SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO ANCHOR SGt1EDULE } @9 IWl 8' -8" 11'-0" 6'-0" 8'-8" 12' -0" FOA/$tBVAISIDBftYAR011BU1PdSAtID ± b7 P.S.F. 1 1 1 LOAD VK3/4'SM II6T'ANCE B ANCFWRTIPE MAX. 1'EOI#D WL2VY MUNCE IW) SPAN UP TO SPANS UP TO PANS TO OMEtT1ON ppTv l3EE CONNECTION C TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE P.S.P. 6 8'-8'• ti' -0" li• MOTE 680E S) R81 1�60TE81 NpTE3) ANCFp)R TYPE MAX. 1 1 12 1) Ci C2 CS C4 C$ C4 CS Ct C2 C3 801F 4 CS Cl C2 CS C4 C5 C1 C2 9�38E3) CS C4 CS Cl C3 CS C4 C5 w COW`ECTWN TYPH [ONNBiTION TYPE CONfJ8CTOIN TYPE 48.0 14 14 14 8 8 14 14 14 6 S 14 U 14 a 4 14 14 14 � 14 34 24 � 14 � 24 lb U 12 14 20 9 871E 645 t3 8 013 31 (�IID7E3) (8E&801E8j soa is 3d Id 7 8 H 94 14 S b 14 8 34 3 3 14 34 14 fa 14 14 76 14 U M 14 9 9 7 C9 C2 C4 CS Ct C2 C3 C4 LS C1 C2 C3 C4 CS Yb YBY,� 7Z0 14 M 11 ! 4 34 8 U! S ]d T 30 S S M >A 18 U 10 24 8 33 8 7 d 8 U 8 7 P 43.0 H H Hid U H H H 11 10 H U id 8 7 84.0 14 31 14 4 4 14 7 10 3 S 14 7 10 S 9 14 13 14 10 9 36 8 U 8 7 8 U $ 7 50.0 14 14 H 14 13 H H U 8 9 14 13 14 7 9 150.0 14 8 U 8 7 4 8 1 8 T d 7 V4 72.0 H U H H B H U M 8 8 H N 14 6 0 43.0 ld 16 16 14 I; Ia 1a 34 g 8 1b 10 14 7 p 14 14 14 I4 14 14 24 14 14 12 14 20 14 10 8 y 84.0 H 14 H $ 7 Hit H 8 S Hit U 8 5 50.0 14 14 14 12 10 14 14 14 3 7 14 7 19 8 S 34 14 1a K 34 16 34 14 U 30 4 8 3! g 7 150.0 H it 14 8 3 4 it 1 B fi H it 12 8 6 77.0 14 14 14 8 7 14 T U 3 S 14 8 9 4 4 Id 14 la 12 10 34 711 8 7 14 8 9 8 8 43.0 14 3b 14 >8 8 12 9 4 9 QOIttgg,,TOKONY118VtY 84.0 14 10 14 7 8 14 B 8! 414 6 9 9 6 24 U 14 10 9 24 6 4 6 8 34 8 8 8$ O 50,0 14 H W U 0 U 8 8 5 971i't•IM.684B051 15 A 14 8 9,S-4- 34 8 9 3 4 14 8 9 5 4 6 8 724 U 6 U 7 8 4 7 8 11.11/4° MI TANCE AWL B°E�DISTAINIE 84.0 9 4 9 7% 9 7 8 * 91so-a 24 24 14 14 14 14114 24 14 14 4 10 150.0 7 8 7 8 7 8 018 e 4 4 1434141414 td 4 IaU 4 0 • 45.0 >a 1418HKH W 91410 14 10 16 p 9 U! 7 4 8 4 6 4 9 14 Id 1 12 8 • SO,p 14 13 U ]4 u 14 9 8 24 7 12 6 S 14 7 14 S 4 U 4 9 4 3 4 1$ 4 1 14 U 14 1S IO 34 1 10 10 S 4 7 M 5 0 ��8MROt1df a 1 S 724 14 14 9 24 7 12 8 S H 0 9 6! a RRR 84.0 14 U 8 8 Ii 1$ 9 6! 14 p 8 8 S W81' 180.0 14 8 9 5 3 14 8 9 6 1$ 14 6 9 6 3 • 43.0 12 U 12 UUUU u U30U 9 12 8 7 _ • 504 UUUUUUUUIO 6 U 7 7 72.0 12 30 ir 8 7 12 8 U 22 12 2; 10 U 6 U 8 7 1 7 0 8 1 1 ' 3TO�t pA)EL UM)7® Tp TN08E $4.0 U 10 12 8 T U 8 8 8 4 U 8 8 9 S U U U 10 9 12 7 16 8 7 7 8 7 T NAAA C� j � W E . p FE g 181 r 1 p c E 5 S $ T p R p u p C R T E U p p 1 ¢ •E M R p 7 T H E g R ry Ip p L R' 150E 7 10 7 12 7 20 7 7 8 T• Y. EIit1N.>3�TETER�L5EL.ECT SPAN TREATER 14 14 50.0 14 14 14 14 14 14 18 24 14 14 B 4 12 10 72.0 14 14 14 34 14 14 10 14 U 9 8 11 9 !. SEE MOUNTING SECTION DETAILS PQR ITQEENHT�B1,' 1i, CpA1YTIC OpN�OpP ¢COgNtB�L�C�T1�0Pp7RTYPE. YLY * $44 14 14 14 14 U 14 8 U U 9 9 2 11 9 4. T P'� E M Y E POR PROPER ANCH TYPE BASED 150.0 1410 U 13 9 l4 9 U U 9 9 R2 11 9 NFL kO 2 LT ME DWMCE S. QCNORS SjT& BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' 434 8 8 8 7 a 1 5 4 S 9 d 4 16 24 14 9 7 9 7 9 6 4 MINIMUM 7 7 4 3 6. COMMEEMMBEDMENTB• w A � N r D EDGE DISTANCE EXCLUDEESOO�OWALL FINISH OR STUCCO. 7 0 3 � 1 3 1 3 9 ! 3 22 4 12 7 6 6 4 6 3 4, 6 4! 7 • t�NEaE V Y YHA RAS 0 O D LS A O ONC g WYIM t- Y4•N8, 84.0 4 4 S 3 T a T GOD. 150.0 ! 3 S g 8. IERE O P OP pp pppppp�SS 43.0 d ld 34 B B U B 31 4 4 9 8 4 3 14 4 14 U 8 U 8 11 7! 8 9 8 0 4 AL A L § 1 A 504 14 14 14 T 9 9 0 9 a g 7 S S 14 30 18 9 7 8 4 9 6 4 7 3 4 3 A ADO• p01014� 1$P 1/1 ENpp1 MENt• SW WIAKONM81V4Y 84 0 B 4 8 4! B 9 9 8 9 3 8 4 8! 4 8 5 6 3 8 3 6 9 9 ��1 H A PAPI HERO. TRU88 HBAD, m V71.w1mmLD -3 m 1. U.O.N• iSOA B 8 S 9 8 3 4 3 8 5 4 3 6 3 4 5 Ly a 7 ! 10, � DESIGNATES ANCHOR y COON�DITION C E WHICH ARE NOT ACCEPTABLE USES. C.! 0 4 14 14 It 1 4 8 7 1L t,% SIQN�TTES� W S ED WINH ARE REMOVABLE BY REMOVMO MACHINE V.4 �M� TAY trout e4.o 9 a 9 S 7 9 T 8 14 7 IA T 8 U a ! ! a U a ! S a 17. ALL POINTS SOLID SET AND POWERS -IN ANWORS MAY ONLY 13E USED 150,0 7% 9 7 ! 7 ! it 4 3 9 4 1I a s 3 4 It 4 3 5 4 IN CONM ETE WALLS. HOLLOW C01METE BLOCK WALLS OR CON3RIETE SLABS 2°EDBE 7EDDE ON GRADE. 43.0 14 14 3A 34 U 14134 34 9 814 7 14 �14 14 13. FDR ELCO CP TEFLEK 534. CC3VCRETE STRENGTH, Fo-a5 KS. FOR ITW , .. ALL OTHERS CONCRETE .0 14 lII 14 12 8 14 U 1A 8 814 830 1A ld I4 14 U U U U 30 8 14 8 12 7 8 SIREI'I113 2.0 14 U B 6 78 ! 8! 4 ld 5 5 .0 14 8 8 4 23 3 4 2! 4 7 10 914 9 7 Za 7! u 5 0.0 IS S 7 3 4 U 4 T 9 4 U 3 T 34 6 7 7 5 14 5 7 7! 14 3 7 7 5 OgCOde m # 43.0 A . •O�' 50. 7 a 32 10 417 1 1 JO 1o0i S Z0� 72.0 84.0 sT dmi 150.0 ' °ham° PASEffote 0.050° ALUMINUM STORM P ANEU T MMUM STORM PANEL SEPAHATIOd FROM GLASS S T A POSITIVE "K SEP, [Ol N 1 [ 1. UM 2 D D BOT��TO{H{ E PO p 7 NEGATIVE A MAX STORM a ,. KN. SEP. FOR ALL FOR ALL 8 DESIGN SPAN (IL.} INSTALLATIONS LESS INSTALLATIONS GREATER USE THE LES�SER T AN FFffEE VAL E UE OP TWO AND 6 $}DRM PANEL L LOAD ( Wl (PT - IN) THAN 30' ABOVE GRADE THAN 30' ABOVE GRADE 2. Cj NDEES{T�N 11 , Wp{gyE,p4�O7EppgULAT D pVLALUES L �� e INCHES) {W[HES{ MAY BE DF INE F . P SPANSN E N g 8 -8 2 -1/4 1 POSITIVE OR PAN FOR NE PAN FOR POS 10 -6 5 3 8 NEGATIVE PRESSURE PRESSURE �.0 8 -8 3 2 -1/2 DESIGN LO (FT - IN) tFT - IN) 9 -10 4 -114 �T�{ MD 8 -8 -3/4 1• jiff 1�%. STORM SIBI'TT PROM 40. 10' -4" 9-5 B 3 -1 A S. 703 8 -8 3 1 -1/2 50.0 10'-8" 9• -9° 55.0 10' -2" 9' -6" MA 4-0 3 1 -1/2 '✓ 60.0 9' -3" s all B-4 3 82.0 9' -7" 4' -1" a �0 81A 4 -0 3 1 -1/2 GS.0 V -4 W -N" 7 -9 1 3 2 -3/4 70.0 9' -0" 9' -7" 4 -0 3 1 -1/2 i�,p 72.0 8' -11" 8' -4" 7 -3 3 -1/2 75.0 8' -8" 8' -0 " I= 6 -9 3 2 -3 8 80.0 8' -3" 7-6" 1203 3 -0 3 1 -1/2 6 -4 3 2 -1/4 100.0 6' -7" 6' -0" 110.0 W -0" 5' -5" 120.0 5'-6" 5' -0" CNV— 130.0 5' -1" 4' -7" 140.0 4' -8" 4' -3" 150.0 4' -4" 4' -0" VKnesMN1 »>7reo PHODVCrR9YM K ew Aee�te6ee d ..O •0 � oaro (e a>d 05/15/2008 er a1,1� Mai PADE8of8 C. DAVID MO ION 9 ASSOCATES ArchViecture /PfentliVConmtructio 1 Manageowt i A M RoMa tJaense Ne. 6 444 MIAMI DARE COUNTY, FLORIDA METRO -DADS FLAGLER BUIIAING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 160:1 PRODUCT CONTROWO p MIAMI, FLORIDA 33130 -1563 ®� (305) 375 -2901 FAX (305) 375 -2908 NOTICE Off° www.buildingcodeonline corn Jell Wen, -aye aV. i rased on review of cones ordy. 3250 Lakeportbrivecl .3o shall ver6fy f ld d1rnemba prior Klamath FaROOR bra SCon: MAY 13 2010 This NOA' bed ' the use of construction materials. The documentation u lra rde 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 High Velocity Hurricane Zone of the Florida Building Code. D ESCRIPTION: series Premium Atlantic "64w Alu ndmim. single Huang / Double Hung Windows APPROVAL Docu V NT: Drawing No JELLS, titled "Premium Atlantic Alum (6400)', sheets 1 through 6 of 6, prepared by PTC, LLC, date 07/21/07 and last revised on 08-22-07, signed & signed by Eric S. Nielsen, P. E., raring 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 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 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. N any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shalll 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 revises & renews NOA # 02-0408.02 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 07- 0717.05 { Espi udm Date: December 17., 2012 Approval Date: October 11, 2007 Page 1 Jeld -Wen. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 02-0488.02) 1. Manufacturer's die drawings and sections. 2. Drawing No. JELD0085, titled "Premium Atlantic Alum (6400)", sheets I through 6 of 6, prepared by PTC, LLC, dated 0712l/07 and last revised on 08 -22- 07, signed & signed by Eric S. Nielsen, P. E. B. TESTS (transferred from file # 02- 0408.02) Original test conducted per SFBC per PA 201, 202 & 203 -94, now termed as FBC, TAS 201, 202 & 203 -94.. 1) Test reports on 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC PA. 202 -94 3) Water Resistance Test, per SFBC, PA 202 =94 4) Large Missile Impact Test per SFBC, PA 201 -94 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of double hung window, prepared by Certified Testing laboratories, Test Report No. CTLA -744W & CTLA- 744W1, dated 10/15/01 and 01 -23 -02 respectively, signed and sealed by Ramesh Patel, P.E.(This test report has been revised by addendum letter dated 09- 16-02 and I 1- 13-02, issued by Certified testing lab) 2) Additional test dated 08/16/07 issued by National Certified Testing lab, test report No. NCTL- 210 - 3209 -4 for a single hung aluminum window per TAS 201, 202 & 203 -94. C. CALCULATIONS 1. Anchor Calculations and structural analysis, dazed 07- 14-07, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. Glazing complies w/ ASTME - 1300 -02. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 1205.10 issued to E.I. DuPont DeNemours for "Sentry Glass Plus" expiring on 01/14/08. E. STATEMENTS 1. Statement letter of conformance & "no financial interest", dated 07- 14-07, signed and sealed by Eric S. Nielsen, P.E. 2.. Laboratory compliance letter issued, as part of above referenced test reports 3. Sales agreement dated Nov. 30.2004 between Seasonshield, Jeld -Wen & William J. Gills, signed by William J. Gills F OTHER 1. This NOA revises & renews NOA # 02- 0408.02 (Seasonsheild Inc), expiring December 12, 2007 2. Sales agreement between Seasonsheid Inc & Jeld -wen Inc. - A-41 I. Ishaah I. Chanda, P.E. Product Control Examiner NOA No 07- 0717.05 Expiration Date: December 12, 2012 _ Approval Date: Odober 11, 2007 E -1 C. DAVID MORTON & ASSOClATES Architecture /P9anning/Constnction Management Lb- A pproved AR ®vend oted L :R=LWG ATGANTTC'ALUMIN� 7i t r & SINGL E H WG LUPACM view concept only. tons prior a GENERAL NOTES: MBTALLATIDN NOTES: MAY 13 A10 1. THE PRODUCT SHOWN HEREIN 18 DESIGNED AND 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH MANU FACTURED TO C OMP L Y W ITH TH 2004 FLORID ANCHOR LOCATION SHOWN. 2ODS AND 2006 SUPPLEMENTS� BUILD HIGH VELOCITY HURRICANE ZONE (HVH4 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS App by. U � p THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR 2. ADEQUACY OF TINE EXISTING STRUCTURAL PRODUCT INSTALLATION. CONCREREMASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITH8TANOMG 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR I�VDBED AND TRANSFERRING APPLIED PRODUCT LOAD$ TO THE WITH LOAD BEARING SHIM($). MAXIMUM ALLOWABLE aq wuh0he Roma FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER SHIM STACK TO BE 114 INCH. SHIM WHERE SPACE OF OR ARCHITECT OF RECORD FOR THE PROJECT OF 1118 MCIi OR GREATER OCCUR. 8HIM(S) SHALL BE INSTALLATION. CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 3. 1X AND 2X BUCKS (WHEN USED) $HALL BE DESIGNED 4. FOR INSTALLATION THROUGH 1X BUCK TO AND ANCHORED TO PROPERLY TRANSFER ALL LOADS CONCRE EA ASONRY, OR DIRECTLY INTO TO THE STRUCTURE. SUCK DESIGN MID INSTALLATION CONCRETENASONRY, USE 114 UNCH TTW TAPCONS OF t) IS THE RESPONSIBILITY OF THE ENGINEER OR SUFFICIENT LENGTH TO ACHIEVE 1114 04C MINIMUM yp ARCHITECT OF RECORD FOR THE PROJECT OF EMBEDMENT. c�S INSTALLATION. DESIGN PRESSURE RATING 8. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE WALL FINISHES, INCLUDING BUT NOT LIMITED TO GLAZING GLAZING OPTIONS Pos I Nw MISSILE FACT RATING 1 GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS STUCCO. FOAM, BRICK VENEER AND SIDING. TYPE C7 FOR A SITE SPECIFIC SITE. IF SITE CONDITIONS CAUSE a-140 (NOMINAL THK.) DUPONT INSTALLATION TO DEVIATE FROMTHE REQUIREMENTS S. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE A SENTRY{GASS PLUS ANN. LAMINATED +00.0 PSF �.0 PSF DETAILED HEREIN, THEN THE BUILDING OFFICIAL MAY MUST BE MADE OF CORROSION RESISTANT MATERIAL (0.128' ANN. 0.000' SENTRYGLAS S g ELECT ONE OF THE FOLLOWING OPTIONS: OR HAVE A CORROSION RESISTANT COATING, - PLUS FILM Al2V ANN. ) E A. OUTSIDE HVHZ REQUIRE THAT A LICENSED ENGINEER A! THK y DUPONT LAMINATED OR ARCHITECT PREPARE AND SUBMIT SITE SPECIFIC 7. FOR HOLLOW BL=AND GROUT FILLED BLOCK, D0 NOT GLASS 0 340' (MO M MM NBTRUOTION WITH LATINATE LLIk DOCUMENTS FOR USE WITH THIS DOCUMENT. INSTALL INSTALLATION ANCHORS INTO MORTARJOINTS. 8 MTEFZ<.AYER CON818TMG OF 0.128' ' +80.0 P8F A PSF. LARGE MT831LE B. INSI)E HVHZ: REQUIRE THATAONEJIME SITE EDGE DISTANCE IS MEASURED FROM FREE EDGE OF ANNEALED GLAR.10.0 00WACRE IMPACT SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF - —' - _ 0.120' ANNEALED GLASS FROM THE MIAM -DAME COUNTY PRODUCT CONTROL BLOCK _ - 0AW (NOMINAL THK.) SOLUTIA OfVw%. 8. INSTALLATION ANCHORS sI•IALt. BE MsTA1J.E0 M LAMINATED MAN CONSTRUCTION +00.0 PSF - P8F /� 8. APPROVED IMPACT PROTECTIVE SYSTEM yy�� ACCORDANCE WITH ANCHOR MANUFACPUREIM C WITH M INTERLAYER. CONSISTING b REQUIRED ON THIS PRODUCT IN AREAS WWWG INSTALLATION INSTRUCTIONS, ANDANCiORS SHALL NOT OF0.12F ANNEALED 01 ASS I0.080" IMPACT RESISTANCE. BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN PW 0.128' ANNEALED GLASS THE MINIMUM STRENGTH SPECIFIED BY THIS DOCUMENT. 8. WINDOW FRAME MATERIAL :EXIRUDEDALUMI+IIM 8083 -TS& Ta S. INSTALLATION ANCHOR CAPACITW FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH q 7. CLASS MEETS THE REWUMMENT80FASTME1300 THE FOLLOWINGPROFERTIES: GLASS CHARTS. SEE SHEET 8 FOR GLAZING DETAIL A. CONCRETE 4ANIMUM COMPRESSIVE STRENGTH OF 3192 PSI, TABLE OF CONTENTS S. DEBI OPERABLE $ASH AN D O' STAND FOR THE FOLLOWING B MASONRY ST RENGTH ( ER) UK 1. OTH T0 �, G RADE TYPE SHEET REVISION SHEET DESCRIPTION 0 m FACED SASH ' 1 A GENERAL AND INSTALLATION NOTES 2 A DOUBLE HUNG ELEVATION ANOANCHOR LAYOUT 3 A SINGLE HUNG ELEVATION AND ANCHOR LAYOUT 4 A VERTICAL SECTIONS B A HORIZONTAL SECTIONS AND GLAZING OETAILS 6 A COMPONENTS, BILL OF MATERIAL AND CORNER ABBY. DETAILS 53.26" MAX. OA FRAME WIDTH a 50.60° MAX. SASH WIDTH 10.31" MAX D.C. 48.75" MAX.•) 8" MAX FROM D.L.O. WIDTH CORNERS 4 MAX. FROM o g CORNERS O 14.81" MAX �� I a° 37" MAX. SASH / 32.75" MAX. O.C. (TYP.} / HEIGHT D.L.O. z O X HEIGHT X 76.26" MAX. OA V V 3 "MAX. @j�u� FRAME HEIGHT — — — — — — — MEETING RAILS 5 STEEL 3" REINFORCEMENT T �/, STEEL 37° MAX SASH X J I 32.76" MAX X HEIGHT . REINFORCEMENT HEIGHT L SIGH 7.40" MAX, {{JJ g .... �� O.C. (TYP. ) Jill T - �� a" MAX FROM CORNERS A WEEP NOTCH WEEP NOTCH 4 (0.6" x LEG HEIGHT} (0.5" X LEG HEIGHT) ELEVATION ANCHOR LAYOUT DOUBLE HUNG DOUBLE HUNG (EXTERIOR} (EXTERIOR) POMUCr REVWD mpb* wuhdwrm* xumftcode IZ OWES w B � 53.25° MAX. O.A. FRAME WIDTH 50.60" MAX. a SASH WIDTH 10.31° MAX. O.C. 45.76" MAX. (TYP•) 8° MAX FROM D.L.O. WIDTH CORNERS 4° MAX. FROM d 6 CORNERS 15 14.81°MAX. �� 32.76° MAX. O.C. (TY T "� HEIGHT O HEIGHT O � a D 0 – 5 Awl 4 MAX. wu� FRAM MAX. HT — — — — — — — 3" MEETING RAILS n FRAME HEIGHT 3° STEEL REINFORCEMENT I T T P// STEEL a u{ 37" MAX. SASH 32,75" MAX, jj REINFORCEMENT HEIGHT X D.L.O. 1_ X w HEIGHT 7.40" MAX. D.C. (rrP.) %/ 4" MAX. FROM CORNERS $ WEEP NOTCH �P NOTCH ¢ 4 (0.5" x LEG HEIGHT) (0.5 x LEG HEIGHT) ELEVATION ANCHOR LAYOUT SINGLE xcn�ta S114ols IBM ovum - ---- - - - - -- - -- . .ne nom,, y 8 � V MIN. EDGE DISTANCE - 1 1' MIN. EDGE DISTANCE g CONCRETE/ MASONRY a" 18 CONCRETE/ MASONRY BY OTHERS a . •° " 1.,25° EMBEDMENT BY OTHERS ° " 1.,26° EMBEDMENT 18 tb L SEE DETAIL 5 0.25" MAX. SHIM #8 x 618 3.M.S a 0. 26' MAX. SHIM � ON SHEET 6 1 SEE DETAIL 4 t @ 14 ON SHEET 6 1 @ 10 @ 10 0 4 y. 11 4 ti 3 4 CJ SEE DETAILS ON SEE DETAILS ON SHEET 5 FOR 12 SHEET 5 FOR 12 GLAZING OPTIONS 7 8 GLAZING OPTIONS is jjjQQQ555 13 19� 10 10 O � 3 s �x @ 8 � 76.25° MAX. 10 8 76.25' MAX. i0 8 E O.A. UNIT O.A. UNIT s INTERIOR HEIGHT EXTERIOR 3 INTERIOR HEIGHT EXTERIOR SEE DETAILS SEE DETAILS SHEET 6 FOR ON ! l 12 SHEET 5 FOR ON GLAZING OPTIONS GLAZING OPTIONS t1 tt a 3 10 3 10 SEE DETAIL6 14 SEE DETAIL to ON SHEET 6 4 @ ON SHEET 6* 4 19 2 16 t8 0.25' MAX. SHIM 02V MAX. SHIM 0 9 CONCRETE/ MASONRY CONCRETE/ MASONRY ° BY OTHERS a Q BY OTHERS a a. Z VERTICAL SECTION . VERTICAL SECT CONCRETE/ MA30N&Y SUBSTRATE CONCBETEI MASONRY SUBSTRATE M0UBLE HUNG WB00W) (SINGLE HUNG WINDOW) 1.25" MIN. EMBEDMENT 1.25" MIN. 0.340° (NOMINAL THK.) DUPONT INTERIOR EMBEDMENT SENTRYGLASS PLUS LAMINATED 9 7 s I D S EE DETAILS N 3 s 7 18 0.125" EXT. ANN. -.09T SENTRY a• PLUS FILM -0.125" ANN. THIS SHEET FOR ' a .' •s GLAZING OPTIONS ° 1" MIN. ' a °.:q ; ° 1" MIN. 0.750" MIN. DISTAN ° \ "' EDGE GLASS BITE CONCRETE! MASONRY DETAIL 4 EXTERIOR EXT' INT. 1 DISTANCE '• .d p C GLAZING DETAIL I 'O • � e 10 t t 12 � t 10 a CONCRETE/ MASONRY (GLAZE TYPE A) CONCRETE! MASONRY SEE DETAIL 5 EXTERIOR r BY OTHERS is ON SHEET 5 1s BY OTHERS S 0.25` MAX. SHIM 0.25" MAX, SHIM � o 63.25" MAX. O.A. UNIT WIDTH � 0.340" (NOMINAL THK.) DUPONT LAM. e a HORIZONTAL SECTION GLASS CONSISTING OF 11W ANNJO.DW co NCRL'PEJ MASONRY SUBSTRATE BUTACITE INTERLAYERI 1!5" ANN. 5 (DOUBLE suxc »w) E I Q 0.750" MIN. EXT. INT. 1.25" MIN. 1.25" MIN GLASS BITE 4 , EMBEDMENT INTERIOR EMBEDMENT _ 18 7 a 3 SEE DETAILS ON 3 6 7 18 1 THIS SHEET FOR a ° GLAZING DETAIL 2 e , GLAZING OPTIONS et. (GLAZE TYPE B f • 1 "MIN. ae• °,; ; 1" MIN. EDGE DISTANCE EDGE .' °d , \ ;' .`DISTANCE ' s. t � 0.340" (NOMINAL THK.) SOLUTIA LAM. a GLASS CONSISTING OF 11W ANN. e 17 10 1i 12 11 10 17 s v CONCRETEI MASONRY / 0.090` PVB INTERLAYEW 1!b "ANN. SEE BY OTHERS. 1e ON SHEET S 1s BY OTHERS 0.25" MAX. SHIM 0.25" MAX. SHIM 1. 53.25" MAX. O.A. UNIT WIDTH Pumcr xtvum 0.750" MIN. g LA SS 81TE EXT.. iNT. HORIZ SECTION CON( INGLE HUNOG W 1 ` 1 GLAZING DETAIL 3 (GCE C 8 � 2.8 2.858" +-I 7 52 1 .785 TOP SASH FOR 2.007" FIXED SASH UNITS 8 1.572" Q,7{�g^ 2.200" 0 786• �, 2.325° 'j� 1 O 1.199° / a I 01342' o T -! 4.937" -� I+- C 937' 17 / O D.HJS.H. MAIN HEAD (2) D.HJS.H. MAIN SILL GLAZING BEAD PULL RAIL FOR TOP SASH & ®TOP SASH / W BOT . LIFT RAIL BO H INTERLOCK 0.937" �►( I 2_.775' f L. -0.93T ._J .203 1 2.405" 1.189" 81Y�- �{9._11j2° 0.919" 1.726' 0. 1.413" 4 L -� 2.257" I{ DETAII, 4 �7 OPT. FIXED SASH � BOTTOM © INTERLOCK BRACKET U D.HJS.H. MAIN JAMB CO' SASH JAMB STILE 11 VINYL WEDGE INTERLO usEn FOR FM SASH MRS) � 6 � EL ITEM # BILL OF MATERIALS � 0 00. 4 PART # DESCRIPTION MATERIAL SUPPLIER 1. 11342 D.HJS.H. MAIN HEAD AL- 8063 -T5 INDALEX/EXTRUDERS _ 2. 11344 D.HJS.H. MAIN SILL AL4W63 -T5 INDALEX/EXTRUDERS 3. 801 GLAZING EAD AL-60 3 T8 INDALEXIEXTRUDERS 0 STANDARD 0IVS v U 4. 6L PULL FOR TOP SASH & AL- 8083 -T8 INDALEWEXTRUDERS TOP SASH BOTTOM LIFT RAIL FOR BOTTOM SASH 5. 601TVI TOP SASH INTERLOCK AL46W3 -T6 3 DETAIL 8. 8018VI BOTTOM SASH INTERLOCK AL- 6083•T6 INDALEXJEXTRUDERS 7. 11 D.HJS.H. AL- 6063-T5 INDALEX/EXTRUDERS 8. BOIVJS SASH JAMB STILE IN DALEXIEXTRUDERS 9• PILE WEATHERtSTRIP VINYL 10. SILICONE DOW CORNING M07VrHI 11. SOIGLVB VINYL WEDGE VINYL 12. GLASS, VARIES GLASS VARIES 13. - STEEL BAR, ASTM A-38 STEEL - (1t2° X 5B° X FULL LENGTH) 14. - ALUMINUM SPRING LOCK FOUR(4) TOTAL ALUMINUM TWO (2) AT HEAD AND SILL 1 00 15. CAULKING SEALANTS ._. SCHNEE MOOREHEAD BOTTOM 18. -- METALLIC CAM LOCK TWO(2) TOTAL: STEEL --- (CENTER ONE 14' FROM EACH END'AT MTG. RAIL) SASH 17. 64SH KT FIXED SASH BRKT ALUMINUM INDALEXIEXTRUDERS DETAIL 6 187 1/4° WCON INSTALLATION ANCHOR STEEL riW 1 . --- BULB VINYL WEATHERSTRIP VINYL -- 20. #8 x 8' P.P.H. S.M. STEEL • t9bucrxrjwp 21. #8 x 2" P.P.H. S.M.S. STEEL *ft iee mo -0 . �irMw a ' C. DAVID MORTON & ASSOCIATES Arco `i dedure /Planning/Construction Management Fbride Mann No. AAM441 MIAM MLAM DAVE COUNTY; FLORIDA ,a. + ApproVe METRO - DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE O ) GS Noted 149 VMT FLAG= STREET, SME 16M PRODUCT CONTR0L MIAMI, FLORIDA 33130 -1563 . D - RtStd ft (305) 375-2901 FAX (305) 372 -6339 NOTICE OF ACE" ® wwwauiamidadesovtbail�cade AWP, LLC 8130 NW 74" Ave Miami, FL 33166 MAY 13 200 SCOPE: Date �® This NOA is being issued b e 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 AM (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 AM 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 descrr�d herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 580 Aluminum Single Haug Window APPROVAL DOCUMENT: Drawing No. W9&M, titled "Series 580 Alum. Single Hung Window (N.W', sheets 1 through 5 of 5, dated 10/10/96 with revision F dated 02t26/09, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: None 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 for termination and removal of NOA. ADVERTISEMENT: The NOA number pre=1ed 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 w 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 revises NOA # 07- 1029.08 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Fitz A. Harris, P.E. / " �lerQ NOA No. 09-031610 Excpi mflon Date: November 14, 2012 - Approval Date: May 6, 2009 - Page 1 + f AWP. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBA UTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W96 -38, Sheets 1 through 5 of 5, titled "Series 580 Alum. Single Hung Window (N.1)", prepared by Al- Farooq Corporation, dated 10/10/96 with revision F dated 02/26/09, signed and sealed d by Humayoun Faarooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS202 94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per ASTM 588, TAS 202 -94 along with marked-up drawings and installation diagram of a Series 580 Eyebrow Top Aluminum Single Hung Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT11-5343, dated 10/09/07, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per ASTM 588, TAS 202 -94 along with marked -up drawings and installation diagram of a Series 580 Radius Top Aluminum Single Hung Window, prepared. by Fenestration Testing Laboratory, Inc., Test Report No. Frl, -4443, dated 01/26/05, signed and sealed by Fdmundo Largaespada, P.E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per AAMA 1302.paragraph 5 3. 1.1 to 3.1.5 along with marked up drawings and installation diagram of a Series 580 Aluminum. Single Hung Window, glazed with 3/16" temp. glass, prepared by Fenestration Testing Laboratory, Inc, Test Report No. F'TL -3879, dated 08/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA #02- OS07.06) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a Series 580 Aluminum Single Hung Window, glazed with 1/8" ann. glass, prepared by Fenestration Testing Laboratory, Inc, Test Report No. FTL -3861, dated 08 /07/03, signed and sealed by Joseph Chan, P.E. (SubmNed under NVOA #02- 0507.06) Fitz A. Hams% P.E. Product Control Examiner - . -- NOA No. 04- 0316.10 - Expiration Date: November 14, 2012 Approval Date: May 6, 2009 E -1 AWi' LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Revised anchor calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated February 24, 2009, signed and sealed by Humayoun Farooq, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 10/18/07, signed and pled by Humayoun Farooq, P.E. Complies witth ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, dated February 24, 2009, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Letter of Compliance, dated February 24, 2009, signed and sealed by Dr. Humayoun Farooq, P.E. 3. Letter from AWP, LLC, dated 03/10/09, requesting a revision to update to the FBC2007 and company name, signed by Mr. Roberto Perez, AWP, LLC. G OTHERS 1. None. Fitz A. Hargis, P.E. Product Control Examiner _ NOA No: 09- 43161 -- Expiration Date: November 14, 2012 Approval Date: May 6,2W E -2 I cr 0 53 1/8" WINDOW WIDTH R " A = K WIDTH 501/8- z 0 50 1/8- TOP CORNERS OF D.L. OPG. (FIXED) D.L. OPG. (I=) ARCH T40P WDWS. TO BE SECURED 4 fto 13 5/8* 13Y SCREWS 0 URF FALSE M�INS MAX. OR SPOT WELDING Z (SACE AF ) - 6 MA X. 6 im. MAY BE A HEAD HEAD CORNERS CORNERS � �, � � � � ss 1 /a" Leh 4 -:3 9 1 1 .4 n 33��/j n •/ 48 1/2 48 t/2 D.L. Opol z 50 it /16" 5011/16 PENT WITFH VENT WIDTH SERIES 560 ALUMINUM SINGLE HUNG IND TYPICAL ELEVATION DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TESTED UNITS CHART SHOWN ON SHE 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.M./S.H. OR S.H. WITH OTHER WINDOW PRIDDUCTRaymo TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DARE COUNTY APPROVED MULLIONS IN BETWEEN. .0 0 LOWER DESIGN PRESSURE FROM WINDOW OR MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DES*NED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). MONOUTMC GLASS WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER NQLN-4MPAr—T--- LOADS TO THE STRUCTURE. ANCHORS SMALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLA. FE f tGN7 CAM. 35M ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REOUIRES THE A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES droving no. MATERIALS NMtM BUT NOT LIMITED TO STM./METAL SCREWS, THAT COME INTO COMPLYING WITH HVHZ REQUIREMENTS. CONTACT WITH OTHER DISSIMILAR MATERIALS SMALL MEET THE REQUIREMENTS INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SMALL MEET 9 4 OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003-8.4. THE APPLICABLE FOR WIND SOME DEWS PROTECTION. [sheet I of 5 DESIGN LOAD CAPACITY - PSF 1/8 ANN, GLASS 3 /I8• ANN, GI49S 3 /IB" TEO. GLAM 111 -- Igo ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS WINDOW DIMS. METHOD 'A' METHOD '8' METHOD 'A' METHOD '9' METHOD '8' y, WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.(+) 1NT,( -) EXT.(+) INT.( -) EXT.( +) INT.( - EXT.( +) INT.( -) 19 -1/8' 60.0 80.0 50.0 60.0 121.6 80.0 125.0 60 .0 210.0 a� 26 -1/2 60.0 60.0 60.0 80,0' 60.0 87.4 60,0 125 80.0 179 .7 �) 37 28 54.9 544 60.0 80.0 54.9 54.9 60.0 112.9 1 60.0 112.9 42' (3) 46.8 48.8 80.0 79.3 46.8 46.6 80.0 95,9 60.0 95.9 IL 48 39.5 39.5 1 52.7 52.7 39. 39.5 6010 81.3 80.0 8T. _ 53 -1/8' 1 34.9 34.9 38.8 1 38.8 34.9 1 34.9 1 60.0 71.9 80.0 1 71.9 WINDOW 9nD WINDOW WIDTH , TWNDOW WIDTH WINDOW WIDTH IS-1/8" 80.0 8D.0 80.0 80.0 80.0 109.9 60.0 125.0 50.0 210.0 � 4 26 -1/2" 60.0 79.3 60.0 80.0 00.0 79.3 60.0 125.0 80.0 163.1 37• 38 -3/8' 56.8 56.8 80.0 75.6 56.8 56.8 60.0 118.8 60.0 118.8 APPRO N AB O R pp iaGt 42 (4) 50.0 50.0 56.3 56.3 50.0 50.0 60.0 102.9 80.0 102.4 SHAPES SHOWN ABOVE OR SIMILAR 4 48 37.0 37.0 37.0 37.0 43.8 43A 60.0 90.1 60.0 9111 53 -1/8' - 39.6 39.6 80.0 81.4 60.0 81.4 19-1 /8 60.0 80.0 1 80.0 80.0 60.0 83.3 60,0 1 125.0 80.0 171. 26 -1/2 60.1 60.1 60.0 80.0 80.0 1 60.1 60.0 123.7 1 60.0 123.7 37• 50 -5/8' 43.1 43.1 80.0 84.8 43.1 43.1 BOA 88.6 60.0 88.6 'a 42' (4) - - - - 37.9 37.9 60.0 78.0 60.0 78.0 4$' - - - 33.2 33.2 60.0 68.3 60.0 68. 83 -1/8 - - - - 30.0 30.0 60.0 61.7 80.0 61.7 � ° mm. GLASS ^ 19 -1/6' 80.0 80.0 60.0 80.0 60.0 89. 60.0 125.0 60.0 183.8 OR _ 8S 26 -1/2' 60.0 64.5 60.0 80.0 60.0 64.5 60.0 125.0 60.0 132.6 3116 ANN. GLASS 37 59' 46.2 46.2 47.9 47.9 46.2 45.2 80.0 98.0 BO.o no 0 3 / /18" TEMP. GLASS 4 42' (5) - - - - 40.7 40.7 80.0 83.7 60.0 83.7 Q 48 - - - - 35.6 35.8 60.0 73.2 60.0 73.2 M 53-1/8 - - - - 32.2 32.2 60.0 84.0 60.0 66.2 SILICONE 19 -1 /8 60.0 80.0 60.0 80.0 60.0 100.4 60.0 125.0 60.0 205.5 GE SCS 1000 26 -1/2 80.0 72.5 60.0 76.7 60.0 72.5 60.0 125.0 80.0 149.0 Dy Z 1. 63 47.0 47.0 47.0 47.0 51.9 51.9 60.0 97.5 60.0 106.7 Q. { 42 (6) - - - - 45.7 45.7 1 60.0 85.1 60.0 93.1 8 Q m 48' - - - - 40.0 1 40.0 80.0 71.9 1 80.0 75.8 I Di 53 -1/8' 36.1 36.1 80.0 62.7 60.0 94.4 1 1 9 -1/8 • 60.0 74.6 80.0 74.6 60.0 85.2 80.0 125.0 60.0 1752 26 -1/2' W.0 81.5 60.0 84.1 80.0 61.5 60.0 113.4 W.0 126.5 yI 3T 74 -1/4' - - - - 44.0 44.0 80.0 82.0 60.0 90.6 g 42' (6) - - - - 38A 38.8 60.0 74.8 80.0 79.8 k 48' - - - - 33.9 33.9 60.0 65.8 60.0 89.8 53-118" - - - ^ 30.7 30.7 5 &O 58.0 60.0 60.0 gy�� NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMQ. GLAZING OPTIONS A . 91�• E NOTE: t/4 01A ANCH 1/4 01A ANCHORS GLASS CAPACITIES ON THIS SHEET ARE FO L RR HALF OF JAMBS MR THIS UPPER � R AND FLORIDA T BUILDING COMMISSIONSEC. GUSTS) HALF OF JAM DECLARATORY STATEMENT DCA05 -DECD -219 Eeryt: HONA UN _ •° s rA a F CAA 3/16' 01A A1.HORS AT THIS LOCATION ;W 9;; 6 - i ;3 �;8 FOR LOWER HALT OF JAMBS 4 2009 ANCHORS METHOD 'A' ANCIib ME�18I7 ' == tYPMIVt AN � F 1BY STRUCTURE TYPICAL ANCHORS e� SEE ELEV. FOR SPACING METAL e ° WOODBUCX t4 SMS MIAMI —OADE COUNTY APPROVED �v j ° A C a °°° Q ° ° $EELEVS. FOR SPACING IO NO N ANCHORS l l go SEE �c A Qp � O TYPICJIL 7.2.. 1YFMC ANCHORS SEE ELEV FOR SPACING fig} . SEE ELEV. Fri '*CO"S j L WOOD SUCKS AND METAL STRUCTURE NOT BY AWP WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM T 1 AND TRANSFER THEM TO THE BUILDING STRUCTURE. Is 4 BOTTOM LATCH TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/16" OR I /4" TAPCODIS (SEE SHEET 2 FOR USE OF 3/16 TAPCONS) INTO 29Y WOOD SUCKS OR WOOD STRUCTURE t 1 -3/6" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY , a 1-1/4" MIN. EMBED INTO CONC. OR MASONRY V j 12 „ DIRECTLY INTO CONC. OR MASONRY ° J Z 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 012 SMS OR SELF DRILLING SCREWS (GRAOE S CR51 1� INTO METAL STRUCTURES ' STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1 /6" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) e fie so OR SELF DRILLING SlMiFWS Y� s INTO MIAMI -DADE COUNTY APPROVED MULLIONS a (NO SHIM SPACE) S� ANCHOR EDGE DISTANCE 8 14 INTO CONCRETE AND MASONRY = 1 -1/4" MIN. •� LIO x 7 x x INTO WOOD STRUCTURE - 3/4" MIN. �{ INTO METAL STRUCTURE - 1/2" MIN. o ¢ low- 3 0 11 SEALANT o m m W O wt 2 ALL LOWER FRAME AND VENT CORNERS. AND HEADS OF INSTALLATION C SCREWS AT SILL TO BE SEALED WITH ALUMINUM COLORED SEALANT, 6 SCHNEE MOREHEAD 8304 OR EOUIV. yr. bTeUCTt7 E�4 ° PADS: c K ' 36 ONE a ONE 1/4" X 3/4" ADHESIVE CLOSED CELL FOAM PAD AT e 4 EACH END OF FIXED MTG. RAIL. NO AAHORS RE06. Al SILL t3 dr'owing no. a WEE H� OLES: ° e W7 = 3/4" WEEP NOTCH AT EACH END VAR 0 4 2009 W9G-38 shoot of MR g PART IF REgD. DESCRIPTION MATERIAL MANF. /SUPP[.IBR /REMARKS 4_ V 1 YE -166 1 FRAM HEAD 8063 -T6 I� a.._ YE -167 _ 1 FRAME SILL 8063 -To - �I 3 YE - 1_0 2 _ 2 FRAME JAMB 8083 - TB - ~ 4 Y£ -tat _ 1 FIXED RAIL 6083 -T6 - a YE -tat 1 VENT TOP RAIL 6083 -T6 - 6 YE -186 1 VENT BOTTOM RAIL 8083 -T8 - 7 YE -02D 2 VENT JAMB 8083 -T3 - 5 = AS R£KD. BLAZING BEAD ALUMINUM ROLL FORMED -- t• 4 — - d 10 _ - 2/ VENT BLOCK & TACKLE BALANCE - - TYPICAL ANCHORS 11 YH -atl AS REOD. BULB VINYL PVC SINGLE MIAMI -OADE COUNTY AB /10 SMS 12 YH -810 AS REOD. BL VINYL PVC SINGLE APPROVED MULLION E ELEV. FOR SPACING 13 YH -5W AS REOD. PIE- SCHLEGEL .187 X .250 - FIN SETA (DOUBLE) SEE SEPARATE NOA 14 YH -504 2/ VENT VENT LATCHES NYLON /CELCON AT a" FROM ENDS 14A YH -ata 2/ VENT CAM LOCKS YAMAK AT 8" FTt�I ENDS .I 15 110 X 3/4" 8 FRAME ASSEMBLY SCREWS CRS PLATED, PH SMS a FOXED RAIL SCREWS CRS CAD PLATED, PH SMS 17 #8 X 1 -1/4" 4/ VENT VENT ASSEMBLY SCREWS CRS CAD PLATED. PH ISMS • - ZJ '. a A TYP WINDDW WIDTH WINDOW WIDTH s M ICAL ANCHORS SEE EIEV. FOR SPACING "La J LL SEE SHEET 2 FOR CAPACITY J $ IBY Z 3 / L INEN —. o L,4• SHIMWoD BUCKS SEE ELEV FOR SPACING Q SEE SHEET 2 FOR CAPACITY VENT WIDTH 13 Ill GPO. 7 1/4" SHIM 10 MAX. METAL 28Y BUCK 1C STRUCTURE 6' a STRUCTURE r 8 4 A Kxmplyiogwilhum _ - -_ ___ - -- - - - -- - - - -- _ _ - - �vtp a a ®$ EXTERIOR ° Vwft colliftel 3 o TYFgCAL ANCHQPS DkL� SPACING D.L. OPG. SEE SHEET 2 FOR CAPACITY WINDDW WIDTH F P stP C CnX 165 i 'fir LA E / K8aa7 Y CAM. = 38 $ . g. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 2 FOR CAPACITY ll� I drowing no .VAR ® 4 [ W96 -38 lik ah"t got 1 2.220 t7 .9eg .oss r X00 1.327 z I j .880 FRAME HEAD eta g a .062 , �I f 1.437 4^,.082 FIXED RAIL 1 1.625 1. Oss .812 �1 6 VENT TOP RAIL 1.582 M � Y31 3.125 Ob /' LEG RE a.s93 t.tzs� a ea 3/4' WEEP NOTCH / C 1.070 .098 a Al E END SCREEN TAINING � Al2 ,887 S.H. SENT CMER DETAIL VENT BOTTOM RAIL VENT SIDE RAIL x x x x 2.174 PRQDt=RBVlSHO . 1 B eeoomptpft�wg6d,oFLtgi{�4 d � � All g � I S.H. FRAME CORNER AIL c j0 a t o W .Qi.9 .00 1.2 $ '. saftwoo 3.027 2.104 1 gr: NUM P � a # 3.327 — f } u,697 t d � 1 e, CA N. 3638 h .819 1178 -�i drawiRq no. t.e17 MAR 0 4 NO W96 -38 FRAME SIU. FRAME JAMB tahaet of 5 f C. DAVID MORTON & ASSOCIA ,&,,,, edureJPkaoWl KY W Ma nagarAt 1^Dicta Lie ire AMMU41 MIAMFU MIANII DADS COUNTY, FLORIDA NWIRO -DADE FLACAM BUILDING BUILDING CODE CQ ) 140 WEST N AGLER S IRM, SUITE 16W PRODUCT CONTROL DI VISION ��¢�o � Noted MIAMI, FLORIDA 33130 -1563 -- ad a ResubMit (305) 375 -2901 FAX (305) 375 -29M NOTICE OF pl Doty. www budldinucodeondinecom IMA Doralnm Corpor�tio , ; ;f shsm veTffy field d lo05 prio 7040 NW 77 Terrrr#�ce Medley, FL 3316e "' 'mot "` �� �_ MAY 1 3 2 S COPE: .. ®adq..,,.,......, This NOA is bein le rules and regulations governing the use of construction materials. The documentation submi evi wed 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: Series "100" Oatswing Aluminum Patio Doors W/ Si delites -N.I. APPROVAL DOCUMENT: Drawing No.W98 -58, titled "Series -100 Aluminum Swing Door W/ Sidelites," sheets 1 through 6 of 6, dated 07/31/98, with last revision on 11/09/06, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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: None LABELING: Each unit shall bear a permanent label with the manufacturees 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 Sled 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 # 01- 0724.11 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 06- 0905.01 �{" t ��,✓1 Exphvtk n Date: September 14, 2011 z�0'1 Approval Date: February 01, 2067;_____ - Page 1 -- r Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W98 -58, titled-Series-100 Aluminum Swing Door W/ Sidelites," sheets 1 through 6 of 6, dated 07/31/98, with last revision on 11/09/06, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS L Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4) Forced Entry Test, per FBC 3603.2 (b) and PA 202 -94 along with installation diagram of an aluminum out - swinging patio entrance door with fixed light, prepared by Fenestration Testing Laboratory Inc., Test Report No. FTL- 1051, dated December 21, 1994 signed and sealed by Yamil G. Kuri, P.E. (Submitted under NOA# 01- 0724.11) 2. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with installation diagram of an aluminum out - swinging patio entrance door with fixed light, prepared by Fenestration Testing Laboratory Inc., Test Report No. FTL- 5042, dated 10/10/06, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, Dated 07 /19/06 signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS I. Statement letter of conformance, dated July 19, 2006 signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated July 19, 2006 signed and sealed by Humayoun Farooq, P.E. Jaime D. Gasxwn, .E. Product Control Division NOA No 06- 0905.01' Expiration Date: September 14, 2011 - Approval Date: February 01, 2007 - E -1 Doralum Corte ration _NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). Jaime D. Gascon, PK. Chief, Product Control Division NOA No 06- 0905.01 FxpiratYon Date: September 14, 2011 Approval Date: February 01, 2x17 E -2 >> V Q 1 -0 5 ,�,° 18 -R ` B MAX. 12' MAX. FRAME WIDTH EXTRA ANCHORS REOD. 3 3" TYR FALSE MUNTINS w/ SI cr ® DELIIES ONLY Z ® MAY BE USED �'^ „ - - -�- ---------- n �i l o g .. °i - �F = = =_ n / u F u ° \ 3/18 TEMP. 3/18 TEMP. 1 /4 i 3 /18 \ Gf1S G/ ; i G S i G /` .�,i� u t - -- a fG �� 12 c* DA. OPG. ` D.L OPG. 3411/16 `� 3411/16' Z 9 1 DOORS NOT RATED FOR IMPACT. LEAF WIDTH `` LEAF VOTH o INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE 71 3/4' 371/2' O USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES FRAME WIDTH FRAME WIDTH COMPLYING WITH HVIiZ REQUIREMENTS. _ INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. ` TYPICAT_ ELEVATION .5 5300 ALUMINUM SWING DOOR wi smELITEB (XXOX 3 ) APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS TESTED UNIT a WITH OR WITHOUT STDELTTES. 12 °>fEAj SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SH 2 FOR DESIGN LOAD CAPACITIES. 3/18 TEMP. GLASS 1/4 TEMP. GLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE gg REOUtMffN S OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 8 WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER a m LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL 13E BEYOND WALL DRESSING OR STUCCO. » 18 n 17 s�4gUMqM $ ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS FL AW PE 3638 B NOT PART S ARE OF THIS APPROVAL � A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 1S g MATERIALS INCLUDING BUT NOT LIMITED TO SIM/META. SCM)K THAT COME INTO QEC ®5 2006 drawing no. CONTACT WITH OTHER DISSIMILAR MATERIALS SHALT. MEET THE REQUIREMENTS DOOR SWELITE W98 -58 6 OF 200 DG. 4 FLORIDA BL CODE SECTION 2003.8.4. O A9 R sheet o4 ° CHART A (FOR X & XX DOORS) CHART B DOORS W SMEUTES STATIONARY PANEL ( 0) OR SDIEUTES NOTE: //���� DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF QUALIFY SIDELITE OR STATIONARY PANELS WITH CHART B �Y i 4' TEMP. Guns QUALIFY DOORS WITH CHART A NObIIAIAI. DIMS. 3 /l6' TEMP. GLA&9 WIO1H m FRAME HEX#iT z , PArr. W /M. ID1H DOOR HEXiHT EXT( +) -4-) INCHES FT./M. EM. (+ INT. (-) FT. R./Ri. 24 - 87,3 _ 109.9 .. 2/6 67.3 1 91.3 30. 87.3 99.9 2/8 < e/8 67.0 88.6 36 ®/ 8 87.3 91.8 2 /10 63.0_ ODA 42 67.3 84.8 3/0 s9.5.. 76.1 48 67.3 78.8 W2 Wt W2 WIDTH Or} 4r 4 2/6 67.3 86.9 54 87.3 73.3 F 2/8 63.8 81.5 24 87.3 104.7 2/10 7/0 80.0 76.7 30 67.3 95.1 3/0 56.7 72.4 38 67.3 87.2 2/6 898 75.1 42 7/0 - 87.3 80.5 2/8 8/0 588 71.3 48 67.3 74.8 a gg� 2 /10 52.5 87.1 54 67.3 69.8 \ / / d g 3/0 49.8 83.4 24 87.3 78.4 el $ 30 67.3 71.6 \ / / FRA M FRAME WIDTH 42 8/0 6 &8 $1� Il ff 48 59.2 58.2 84 5&4 85.a t xxox ) ( O ) / / \ Wt W2 Wt W2 W1 W7 W2 Wt W2 Z 'ii !!r •!i ii !i!i !ii !ice !% !% .�i !ii .ir ,ir r � Z x xx LLL\ HEIGHTS: Lj NOMM HEIOH7 FRAME HEIGHT LEAF HEtOHT 1 DAYtJTE OF4.-j oxx ( 0X0) (0 ( oxxo ) __ 6/8 79 -3/4' 77 -3/8' 69 -3/8' ( ' ) -- -- 7/0 83 -3/4' 71 -3/8' 73 -3/8' VADTH (W) a Wl + W2 8/0 95 -3/4' 93 -3/8 85 -318' 2 WIDTHS: (FOR DOORS WRH SIDELREB) NOMINAL WIOTH FRAME WIDTH LEAF WIDTH DAYLTTE OPG. z/s (x) 31 -1/2' 28- 11 /is 20' 3/0 M 37 -t /2' 34- 11/16° 2e' o m s/o (XX) 5e -3 /4' 28- 11 /1e° 20• g s 6/0 (Of) 71 -3/4' 34- 11/18 28" S8IELRE WIDTH DOOR WH>Tt1 _I &DELRE WIDTH DOOR VAOTH 17. OR; YOUR mm PE EXTERIOR nq CAN. 5836 * WBAOr BbIrN! 6 NOTE: ' jj g 5 GLASS CAPACITIES ON THIS SHEET ARE /J� $ BASED ON ASTM E1300 -02 (3 SEC. GUSTS) * -.• dinq no, row AND FLORIDA BUILDING COMMISSION UEC 1u� W9S - r3S DECLARATORY STATEMENT DCA05- DEC -219 6n�t 2of METAL TYPICAL ANCHORS � l � TYPICAL ANCHORS STRUCTURE SEE El" FOR SPACING di SEE O V. FOR SPACING ANCHORS OR w000 TYPICAL � d ' o1Y 0D BUCK SEE ELEV. FOR SPACING 1 I . MLW - DADS COUNTY APPROM MULLION & MULLION ANCHORS SEE SEPARA NOA S ^ d CL RE 2 3 , n TYPICAL ANCHORS SEE M TYP I CAL SPiuY� 1 SEE ELEV. FOR SPACING #12 x 1 - 1/4" SMS WOOD BUCKS AND METAL STRUCTURE NOT BY DORALUM 0 24" O.C. TIP. ! MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I AND TRANSFER THEM TO THE BUILDING STRUCTURE. 19 i TYPICAL ANCHORS: SEE ELEV. FOR SPACING G1 � 1 �,� 3 i INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD W THRU 18Y BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONIC. OR MASONRY M O 0 DIRECTLY INTO CONC. OR MASONRY F W a c 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY �$ c X14 SMS OR F DRILLING SCREWS } 7 J ccl O&R!} Z i INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) I' s ALUMINUM : 1/8" THK. MIN. (6083 -T5 MIN.) O (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 914 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090' 18 (NO SHIM SPACE) TYPICAL EDGE DISTANCE 18 2 I INTO CONCRETE AND MASONRY ® 2 -1/2" MIN. INTO WOOD STRUCTURE m t" MIN. INTO METAL STRUCTURE o 5/8" MIN. 4 is SEALANTS: 3 17 O e FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL g M PARTS ARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. 1 k , 9 H 'AY .. 81RUCTURES n .........vr.::•:r :.. ::..: ...: .:...., :•. FLA. PE ♦ 18987 �1 S v d n AX 1 1538 d ' d : •a ' a. a d• • :a NON METALLIC GROUT " �' .. tl 'TYPMAL ANCHOR HOPI METALLIC GROUT ` �' TYPICAL ANCHORS drawing no. 3 I� MIN. ELEV. FOR SPACING 3 gm MW. SEE EtEV. FOR �ACrNG D W98 OPERABLE UNIT@ STATION RY UNITS ehe ®t 3of . r igi1/4" MAX.t St�M ACTIVE LEAF INACTIVE LEAF 8 7 - 12 13 a 16 n 71 10 O.L OPG. O.L OPG. � tlT,. 14 D.L OPG. S EXTERIOR LEAF WNTH FRAME WIDTH B O TYPICAL V". Frog SPACNG M TYPIGIL ANCHm TyPM ANCHORS SEE M". FOR SPACING SEE E. FOR SPACNG qqg 1/4 MAX. 1/4* MAX. SEE E FOR SPACING g l D.D.L. OPD. n SHIM SPACE SHIM SPACE O ^ D.L. OPG. LEAF WIDTH a• v rg 8 7 13 S a " 1 2 WOOD STRUCTURE m � � 10 it EXTERIOR a m 74 D.L. 0 bipi iBY LEAF WIDIN � F i �a METAL WOOD BUCK CA.M. 'y8311 �R11W �III� M � STRUCTURE FRAME WIDTH dh—ing no. DEC 0 5 2006 W98 -58 sneer 4ot r' 4.000 078 TYP. ITEM $ PART /1 REQD. D&9CRIPT(ON NATERWS /REMAREB . 1 SW -28899 3 /DOOR FRAME HEAD /JAMB 6063 -T6 1 2 SW -28900 2 /LEAF DOOR TOP/== RAIL 6061 -T8 2.125 3 SW -28804 AS RE WE4TF� ADAPTER 6083 -T6 4 SW-28M }/GOOK R THRESHOLD 6083 -76 5 SW -28902 AS REQD. SIDE LITE GLAZING BEAD 6063 T6 �- -2.015 8 SW -28896 }/LEAF HINGE STILE 8083 -T8 7 SW -28901 1 /LEAF LOCK STILE 6083 -TS FRAME HEAD /JAMB 8 SW -28897 AS REDD. SIDEUTE JAMB 6063 -TB 9 SW -28903 t /CORNER ASSEMBLY STIFFENER 6063 -TB n 1.594 10 SW -29244 3 /LEAF HINGE DOOR PORTION 6083 T5 T•363 It SW -29245 3 /LEAF HINGE FRAME PORTION 8083 -1 Q --T 12 - 21LEW 3/8' X 16 X 32' LONG THREADED ROD STEEL dL �. .062 TYP T 13 - 2/LEAF 3JW X 16 HLn - 14 - I /HUGE 5/16 X 6' ROD PLATED STEEL W WEATHERSTRIP ADAPTER 15 - 8/LEAF 1 /4' SETTING BLOCK NYLON W 1,750 -M 16 PW -IG0 AS REDD• GLAZING WEDGE VINYL 17 PW -101 AS RECD. BULB WEATHERSTRIPPING VINYL 18 PS -8400 AS REQD. PRE WEATHER5tAiPPING SCHLEGEL 19 SILICONE PLUS - I StUCONE DOW CORNING OR EQW. .078 TYP. 20 8025 AS REQO. FLUSH SOLTS DELTA IND. OR EQUM. 21 CP -8111 - ENTRY LOCXSET TACO OR WEMIM 4.000 22 #BX1' PHPS 4/ CORNER ASSEMBLY SCREWS FRAME HEAD CORNERS 23 88101 -1/2' PHPS 3/ OORNER ASSEMBLY SCREWS FRAME SILL CORNERS LIJ LOCKS: STANDARD STEEL. THROW BOLT LOCK, KEY OPERATED ON7 „ EXTERIOR AND THUMB TURN ON INTERIOR R N L I TOP /BOTTOM RAIL AT EACH ACTIVE LEAF LOCK STILE, 53' FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON 2177 1� EXTERIOR AND THUMB TURN O INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 43" FROM BOTTOM CONCEALED THROW BOLTS n 1.375 AT TOP & BOTTOM OF EACH INACTIVE LEAF LOCK STILE .800 � MANUALLY OPERATED SLIDE BAR 062 TYP.�I 3/4' X 1/4' X 12' LONG 74.0G0 AT TOP & BOTTOM OF EACH ACTIVE LEAF LOCK STILE 2093 TOP /BOTTOM RAIL 2.125 �UDED ALUMINUM BUTT HINGE 41,1827 1/8' THICK AND 7 -1/2' LONG WITH 5/16 PLATED STEELL ROD 4.688 • 062 TYP• 2261 .695 AT EACH LEAF JAMB STILE ONE EACH AT 7' FROM TOP & BOTTOM AND ONE AT MIDSPAN 371 Imo--- -4.166 to SIDE LITE GLAZING BEAD SIDE LITE JAMB HINGE s m .078 n? .078 TYP. Z50 r. D 4 stfucTURES 1.790 1.750 E � i2�67 .844 yew U2= r CAA J . 4.687 -- =i �17 drawing no. DEC 0 5 zoos °`"" wss —ss HINGE STILE LOCK STILE ASSEMBLY STIFFENER street a { 8 r t .. 0 2010 BY _® NiiLEOM MIAMI -DAR CO FLORIDA CE (BCCO) 140 WEST FLAGLER F STREET, SUITE 1107 PRODUCT' CONTROL DIVISION MIAMI, FLORIDA 33130 4563 NQMC OF, ACCEPTANCE OA (305) 375 -2902 FAX(305)372-6339 lrida Window System, Corp. 7191 NW 77 Terrace Medley, FL 33166 SCOPE: T his NOA is being issued under the applicable rules and regztlatians governing the use of construction materials. The documentation submitted has been nMewed 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 (AHI). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In M, -Dade County) and/or the ANT (in area other than reserve the right to have this product or material tested for quality assurance Count th at � fails to perform in the accepted manner, the manufacturer will incur the expense of such testiin and may immediately revoke, modify, or suspend the use of such g jurisdiction. BORA reserves the right to revoke this product or material within their Product Control Division that this ��" � it is determined by Agiami -Dade Comit building code, Duct or material fails to meet the requirements of the applicable This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Verity Hurricane Zane. DESCRIPTION: Series `FWS --200- Aluminum Single Hang Window - LM.L APPROVAL DOCUMENT: Drawing No. WW20, titled'Series FWS-200 Alum. Single Hung Window (L.M.L) , sheets 1 through 5 of 5, prepared by AL _Famoq Corporation, dated 03/11104 with the latest revision "D" dated 0{115/09, signed and sealed by Arshad Viqar, P. E., bearing the Miami -Dade County Product Control Revision 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 a permanent label with the manufacturer's name or logo, Approved-, �_ city, state and following statemeft Wial"a County Product Control 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 oftbis product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, u, and/cn manufacture of the product or process. Misuse of this NOA as an endorsement of any produc� for sales, advertising or any other purposes shall automatically to comply with any section of this NOA shall be cause for terminatio 04 NOA. Failure ADVERTISI'%MENT. The NOA number prided by the words Miami-Dade Coup M followed by t expiration date may be displayed in advertising literature. If °rim and displayed, then it shall be done in its entirety,' P of the NOA is 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 revises and renews NO,I No. 04.052&03 and consists of this page 1 and evidence E-1 and F,2, as well as approval document mentioned above. pages The submitted documentation was reviewed by Jaime D. Gascon, P.E. • _ NOA Na 09-- 0624.06 (� Expiration Date: July 29, 2014 Approval Date: August 26, 2004 Page 1 r r Florida Window System Corn NOTICE OF ACCEPTANCE: EVIDENCE SUBI4IITTED A. DRAWINGS 1. Manufacturer`s die drawings and sections. 2. Drawing NO W04 -20, titled "Series FWS -200 Alum. Single Hung Window {L.M.I.) ", sheets 1 through 5 of 5, prepared by AL- Farooq Corporation, dated 03/11/04 with the latest revision "D" dated 06 /15/09, signed and sealed by Arshad Viqar, P. E. B. TESTS 1' Test wports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC. TAS 203-94 along with marker -up drawings and installation diagram of an aluminum sire hung window, prepared by Hurricane Engineering and Testing, Inc. Test Report No. BETI -03 -1820B dated 02/12/04, signed and sealed by Rafael E. Iron- -Seda, P. E. (Submitted under previous NOA No. 04-0528.03) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20194 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering and Testing, Inc. Test Report No. HETI- 03 -1820A dated 09/09/03, signed and sealed by Rafael E. Droz -Seda, P. E. (Submitted under previous NOA No. 04-0528.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202-94 along with marked --up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering and Testing, Inc. Test Report No. HETI- 03 -1322B dated 01/01/04, signed and sear by Rafael E. Droz -Seda, P. E. ( Submittted► under previous NOA Na 04-0528.03) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202 -94 along with marked op drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering and Testing, Inc. Test Report No. HM -03 -1322A dated. 06/05/03, signed and sealed by Rafael E. Droz -Sella, P. E. (S'ubnxitted raider previous NOA No "4-0528.03) Jaime D. Gascon, P. Chief; Product Control Division NOA No. 09-"24.06 ftPiration Date: July 29, 2014 E -1 APProval Date: August 26, 2009 i 3 J Flori 14 Window Svstem. Corn NOTICE OF ACCEPTANCE• EVIDENCE SUBMITTED C. CALCULATIONS 1• Anchor verification calculations and structural analysis, complying with FBC 2007, pVared by A Corporation, dated 06/15/09, signed and sealed by Arshad. Viqar, P.E. Complies with ASTM E1300 -02/ 04 D• QUALITY ASSURANCE - 1• Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia. Inc. for their "Saftx MG 2• Clear or eolored interlayet" dated May 04, 2006, expiring on May 21, 2011. Notice of Acceptance No. 08- 1118.07 issued to Oldcude Glass Inc. for their "StormGlass Glass Interlayer", dated 03/05/09, expiring on 12/11/13. E• STATEMENTS 1. Statement letter of conformance, dated June 16, 2009, sigmed and seated by Arshad Vigar, P. E. 2. Statement letter of no financial interest, dated June 16, 2009, signed and sealed by .Arshad Vigar, P. E. 3 . Laboratory compliance letter for Test Reports No.'s BETI -03...1820B, HETI-- 03- 1820A, BET1 43 -1322B and HETI -03- 1322A, issued by Hurricane Test Laborator dated February 12 2004 Jan uary 2004 S ry ' ��'3' , eptember 09, 2043 and June 05, 2003, signed and sealed by Rafael E. Droti -Seda, P. E. ('Seed under previous NDA No. 04- 4528.03) G. OTHERS 1• Notice of Acceptance No. 04- 052803, issued to Florida VVmdow s y s t em , their Series "FWS - 200 Aluminum S' H ,, Corp. for 07/29/04 and e � e 1p � w ' i°dO �'` - I�Di<L approved on on 07/29/09. Jaime D. Gaston, P. E, Chief, Product Control Division NOA No. 09-%X86 ExpimtIOR Date: duty 29, 2014 E 2 Approval Date: August 26, 2009 49 31r M� I � 6 1/2 MAX. 14- FALSE Mt9okS .. R N AS HE+a/SA.L I (SURFACE � �; it •� 0 4 P it 9 ' u u I II i i I C it it u r O.L. CPU. `I �t ls � 506/8' VENT WM 1 _ 531/8 I E THESE WINDOWS ARE RATED FOR LARGE & SHdALL MISSILE IMPACT? anOTH G z SH UTTERS ARE NOT R TYPI CAL ELEVATION Sri ES ��. TESTED over AUNT UM SWGLE WNG WINDOW -BULB w, DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER SUL6 VW& CHARTS SHOWN ON SHEET 2. 11W ANN. OLA55 1/8' HEAT SIT NrI GLASS I APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 090' NTERI.AYER COMBINATIONS OF OR SINGLE HUNG wri OTHER 090 PVD 7J R'PSAYER YAWrA CITE BY •901.VTIA' � � WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING SAFLEX qIC 8 'Smvw OR MW TWE MIAMI-OADE COUNTY APPROVED MULLIONS IN BEEN. .090• X6 IRERLAY LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL t/8- ANN. MM �� � � Sa WILL APPLY TO ENTIRE SYSTEM.. t18 HEAT STREN'D GLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE FECORA 895 � Smx4w SILICONE d REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING PECORq 896 HIGH VELOCDY HURRICANE ZONE ("4 WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 1 �' I 1 I II ANCHORS SHALL BE AS LISTED, SPACED AS SHOW ON DETAILS, ANCHORS EMBEDMENT TO BAR MATERWL SHALL BE BEYOND WALL DRESSWG OR STUCCO. FLC.A� 63"113 do ^� ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS JJ` ARE NOT PART OF THIS APPROVAL. 4 A LOAD DURATION INCREASE IS USED IN TYPE c DESIG;LNJLO�FT ANCHORS WO WOOD ONLY. CONTACT W o DISS� �iALL� THE REQt EH s Grass lass 'B' JUL Q 8 zo , C W04 - 20 OF 2007 FLORIDA SLOG. CODE SECTION 2003.8.4. GLAZ,_jNG U QX,,5 �axeet 1 of I F q a� ltd � NOTE: GLASS CAPACITIES ON THIS SNEEf ARE BASED ON ASTM E1JO0 -02/0 (3 SEC. OUSTS) AND FLORIDA BUILDING COp1M1SSION DECLARATORY STATEMENT DCA05 -DEC - nt PE 300 1N 1 7 To 9 A ui � V n z � 1 C drOW09 110. W04 -20 • ND. MI PAREMNESIS INDICATE 30. OF MjC14 S PER JAYS. I • ND. IN PAjftwlr .= ANCm= PER JAY& SEE VAVS FOR SpAcm SEE 00. rOR SPA y.V I SEE El". FOR SPACM wow I'm MYAa -DADS COUNTY APPROVED STRUCTURE MULLKW $ MULUON ANCHORS SEE WARAM NOA Al*" app a A' TYMAL ANCHORS SEE ELEV. FOR i T,'PLCAL axCHoRS: SEE EIEV. FOR f r WOOD 8UCK5 AND METAL STRUCTURE NOT BY FLORIDA WDW. SYS. 1/4* M& UlZRACON BY =W (ru-m m, fy-m Km) 1 11 " 1 1 _ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 2SY WOOD BUCKS OR WOOD STRUCTURES ci •— TRANSFER THEM TO THE BUILDING STRUCTURE 1-3/8 MIN, PENETRATION INTO WOOD I THRU 18Y BUCKS INTO CONC. OR MASONRY • f )) 1 -1/4 MN. EMBED INTO CONC. OR MASONRY 1 I DIRECTLY MIN EMBED INTO CONC. OR MASONRY ffiffi 6 ,#14 Cue OR SELF ORa L NG SC=REWS (GRADE 2 Qty) � v 'r•i INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ' 6 ALUMINUM : 1/8 THK. MN. (6063-75 MIN.) I 2 A 7� (STEEL N CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) gg j I` ~' C ,912 SUB OR SELF S=ING SCREWS (ORAOE 2 CRS) Z y� to INTO MIAMI -DADS COUNTY APPROVED MULLIONS (MN. THK. - .M l Il (NO SHDA SPACE) ^ i W i INTO CONCRETE AND MASONRY - 1 -5/8 MIN. - INTO WOOD STRUCTURE = 1 MIN. 1 INTO METAL STRUCTURE - 3/4 MN. �I I i CONCRETE T'c - 30M PSI MIN. 1 C -90 HOLLOW/FILLED BLOCK fm - 2000 PSI MEN. 1 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE- MOREHEAD 5504 SEALANT. 1 e I WEEP QLE3. 1 2 I Wt m 1 -1/2" K 3/16 WEEPHOLES AT 2 -1/4° FROM oc EACH END w1 I�DK7CTRt3V�D � L # -. e p . McA�K. d�ietmdteF 8 A a y - n • - dmwin � 8 TYPICAL ANC21ORS 4 9 9 a SEE M. FOR SPAQNC • - vr000 Y sPNCM JUN 17 W mvwAm - �n sat 3 of $� 4. MIAMI -DADE COUNTY Z APPRDVED SEE TE OA ACUiG .. $ n - - -�; J I ` ( 11mwW "m t WIDTH e, 1 w tm0 r SEE a" ANCHORS /' •� M R FOR SPACING I 1/4' MA%. f /a' 1NNt. VENT DIH 1/4' sm TYPICAL ANCHORS z sm MAX. `1 SEE ELM FOR SPACING T z t i 1 TYPICAL ANCHNR n .3 LF84 ELEV. •• i SPACING X. - - -- - ' R�R 6 I �I I4 STRUCTURE ' W= STRUM STRUM $ 18Y s EXTERIOR e ` WOOD o 0.4 OPG.• uc , WON _ W. x �• �•.. REM VAR Oft/ T CA x,78 to CDIAC! aOD Oq Flaidn • ��eJ� JUN 1 20 z W WO4— sheet 4 of _ n= e Pm >t � tib$D. DtTSCR}PTTON MINIMAL, aA,�./svPPE�R/ I 8915 -0a0 1 FAAk1E !�_ 808S -T6 - 2 _ FINS -Oat 7 FRAME SEJ .. 665 -T8 S_� - _FWS•OYE 2 _ FRAME JWS 8063 -T8 s }9pg_Oag t � pax, 11083 -TB - 3 FNS -UZ4 1 80&T -T8 _ 8 P91S -0a .. t V ENT W'ITOY RA _ 808} -TB i TINS -o,e a vTT+r s� RAa - -• eosa -TO •- — a - Flms -o2a - as pou. mAZeTC �iFn eas_Te _ • 9 fYF_O18 aIVENT VENT LATCH O ,0 -S /a' FRO Elms 8889 -T8 -- . . sa - alrENT_ CAM TYVE SA Lm uteax aR'ALLEO W/ (a} ie x 9/ a' FN 10 - 2 LATCH SPRING STEEL - tt 885 0.S REM OLAZWO COMPOUND - _ PECOWA . iz a8 FRAME at VENT ASSEMBLY SCREWS CRS PH �5 t o WY,iTS AS REM . P4E wS 718PPINC W ON vaAAS,tc Fat waTZArAe - iS 11 • A4 REM tRRS i wSt�PPUr<s "m 18 - 4/YETR IN.OGt AI TACKLE BALANCE _ - 18A 9 PfaH. BAIAtiCE - n Bs x s/a" - SA tx 77c�WS vN to 20 savt 9r� z uutmatM - RD $CAEdI ` OP,IONAt. .. .__2788 --'°j I�tA31 �� I 1 %"o .052 4 `i 2.855 ,,,T - J U FRAME HEAD .• � a I b 1.250 {1506 .052 FRAME JAMB e8 i I 1 2050 � 1.440 I 1.000 L_ a 912 4 - 46 MEETING RAIL 7878 VENT LATCH OSO •.418 I�► ty W 1.180 .082 5 �z it II + M { 1=2 GLAZING WEAD VENT TOP RAIL 1580 1 t2 +II� �I .082 1586 ! /•' "" 2 i a 8 1975 V 1550 ENT SWE RAIL i VENT BOTTOM RAIL 1Q7 i P=2 FRAME CORNERS OM VENT CORNER � 50 I T2. WIIg7i7F46>g9h0mFLmIdU j ^ I c+ od � A 8 dr o w g 2 00. . L _ �ur� i z zoos I FRAME SILL �Q Ed AA.R 0 s 010 BY 10 1 N I G .._ MI ®_ -o_ MIA -DADF, CO FLORIDA CODE COMPLIANCE OMCE MCCO) 149 WEST FLAGLER STREET, B SMU 1107 PRODUCT CONTROL DIVISION ARIAMT, FLORIDA 33130 -1563 NOTICE OF ACCEPTANCE QA (305) 375.2902 FAX (305) 372 -6339 Florida Window System Co cede 7191 NW 77 Terrace Medley, FL 33165 4 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of conshuction materials. The documentation submitted has been reviewed ard of Rules and A by hliarai -Dade County Product Control Division and accepted by the Bo the Authority (BO (A to be used in Miami -Dade County and Other areas where allowed by Drily Having Jurisdiction {AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Die County) and/or the AHJ (in areas other than Mmmi.-Dade Coun reserve the material fall to have this product or material tested for quality assurance purposes. If this product or the AIIT perform in the accepted manner, the manufacbuer will incur the expense of such tasting and 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 Mr g Control Division that this product or material fails to meet the requirem nts � icable 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: Series "FWS -200» Aluminum Slwle Hung Window - UVLL APPROVAL, DOCDMEM: Dm No W04 -20, titled "Series FWS 200 Alum. Single Hung Window (L•M.L)", sheets 1 through 5 of 5, prepared by,Al, -Farooq Corporation, dated 03/11/84 with the latest revision "D" dated (6/15/09, signed and sealed by Arshad Viqar, P. E., bearing the Miami :Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Division. MISSII.,E IMPACT RATING: barge and Small M S& Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacture's name or "Miami -Dade l following statement: �s ci state and County Product Control Approved", unless otherwise noted herein. RENEWAL. ofthis NOA shalt be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance ofthis product. TERMINATION ofthis 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 P�� for sales, advertising or any other purposes shall to comply with any section ofthis NOA shall be cause for terminatio remova NO NQA. Failure ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County Flori followed by the expiration date may be displayed in advertising literature. if be, and displayed, then it shall be done in its entirety. any portion of the NOA is INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its shall be available f or inspection at th distributors e job site at the request of the Building Official. This NOA revises and a vs N0,k No. 04- 052&03 and consists of this page I and evidence pages E-1 and 11-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. w -- 0A NOA No. 09-0624.06 Expiration Date: July 29, 2014 Approval Date: August 26, 2909 Page 1 Florida Window S % Corp. NOTICE OF ACCEPTANCE: EVIDENCE &MVI°I'ED A. DRAWINGS 1. Manufacturer`s die drawings and sections. 2. Drawing NO W04 -?A, titled "Series FWS -200 Alum. Single Hung Window (L.M.I.)", sheets 1 through 5 of 5, prepared by AL -Fwooq Corporation, dated 03/11/04 with the latest revision "D" dated 06/15/09, signed and sealed by Arshad Viqar, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind pressure Loading per FBC, TAS 203 -94 along with marked -W drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering and Testing, Inc. Test Report No. HETI -03 -1820B dated 02/12!04, signed and sealed by Rafael E. Droz -Bede, P. E. (SubmWed under previous NOA No. 04-0528.03) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -alp drawings and installation diagram of an aluminum single window, prepared by Hurricane Engineering and Testing, Inc. Test Report No. .HETI- 03- -1820A dated 09/09/03, signed and sealed by Rafael E. Droz -Bede, P. E. (Sabbmit ed under previous NOA No. 044528.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202-94 along with marked --W drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering and Testing, Inc. Test Report No. HET 43 -1322B dated 01/01/04, signed and sealed by Rafael E. Droz-Seda, P. E. (SubmWed under previous NOA No. 44-0528.03) 4• Test reports on: 1) Air Infiltration, Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202 -94 along with marked- up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering and Testing, Inc. Test Report No. TI-43 -1322A dated 06/05/03, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted carder previous NOA No. 44452803) C r -� Jaim�Gaseon. Chief, Prod ad Control Division NOA No. 09- 0624.06 Expiration Date: duly 29, 2014 E -1 Approval Date: August 26, 2009 undo Wiundow Sntm C N017CE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS L Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al -F=N Corporation, dated 06/15/09, signed and seated by Arshad Viqar, P.E. Complies with ASTM E1300--W 04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E• MATERIAL CERTIFICATIONS L Notice of Acceptance No. 0641216.06 issued to Solutia Inc. for their "Satlex MG 2• Clear or colored interloyer" dazed May 04, 2006, expiring on May 21, 2011. Notice of Acceptance No. 08- 1118.07 issued to Oldcastle ohm Inc. for their "StormGlass Glass Interlayer", dated 03/05/09, expiring on 12111/13. L STATEMENTS 1. Statement letter of conformance, dated, June 16, 2009, signed and sealed by Arshad Viqar, P. E. 2. Statement letter of no financial interest, dated June 16, 2009, signed and sealed by Arshad Viqar, P. E. 3 • La boratory compliance letter for Test Reports No.'s HETI -03- 1820B, HETI- 03- 1820A, HETI -03...1322B and HETI- 03_1322A, issued by Hurricane Test Laboratory, Inc., dated February 12, 2004, January 01, 2004, September 09, 2003 and June 05, 2003, signed and sealed by Rafael E. Droz -Sella, P. E. (Submfted under Previous NOA No. 04-0528.03) G. OTHERS L Notice of Acceptance No. 04- W28.03, issued to Florida Window S their Series "FWS --200 Aluminum g ,, y � Corp. for Smgie II°g w ` I4M� , approved on 47/29/04 and a xPh* on 07/29/09. Jalme b Gascon, P. Chief, Product Control Division NOA No. 09- 0624,06 Expiration Date: July 29, 2014 E 2 Approval Date: August 26, 2009 49 3/8' ' D.L. ji 4 ,Y a j S 112° AWL 14 MAX rALSE MUNTiMS � I AD�sN.L l U T I I t� n c u I n n A4 i I c II .1 II I' W 48 1/$' 5O 5 //4 . vwwm THESE Y@INDOWS ARE RATED FOR LARGE do SMALL biISSRE vnNODW 1M0. z SH UTTERS ARE MDT REQUIRED. , fYPIC -a! EI EVgON � 1 5 1 n SERIES FINS -2Q9 TESrEO UNIT — ALUMINUM SINGLE URNG FINDOIN _BULB VINYL, DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER au VINY CHARTS SHOWTN ON SHEET 2. 1/8' ANN. OLM i/8' HEAT STRENO CULRS j APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE Mo Wt£RLAYE'R COMBINATIONS OF /S.H. OR SINGLE HUNG MITI OTHER 090' PVB R ul"YER VAlJCM COMPOSITE By '•SOLUTl , �� I WINDOW TYPES IN MODULES OF TWO OR WORE WINDOWS USING uflA' SAFLOA MO BY 'SOLVW OR @ MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. SAFU AFLE% MG BY 'S PVB WI'Ei ' § E LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL t/8' ANN am lDI WILL APPLY TO ENTIRE SYSTEM. 1/8' WX STREN D CLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WTH THE 8S8I BONE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION 04CU�ING PECORA SSS .v o HIGH VELOCTIY HURRICANE ZONE (HVF4 WOOD BUCKS BY OTHERS, MUST Be ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHIONS SHALL EMBEDMENTTTO BASE MATERIAL S SHALL E BEYOND WALL DRESSING OR SRICCQ. I � I f Coft ARE NOT PART THIS APPROVAL. SNOT SHOWN IN THESE DETAINS 3 14* O& 9 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOW ONLY. �/ ' / dmw ng' MATERIALS BUT CONTACT WRHOTHERDISS #NLL METRE REQUIREMENTS CLAW TYPE 'A' GLR&S TYPE 'B'� Q t $ t wo4— rAwWo OF 2007 FLORIDA SM. CODE SECTION 2003.8.4. GIAZING UPTl. QN_$ teheet T of'g f N m �� ,z NOTE: GLASS CAPACITIES ON THIS SHEEP ARE BASED ON AST, E7300 -02/04 {3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -212 s's X3 17 low Fwb �$_�A �prj g no. W04 -20 • NO. IN PAW MM WCAfE NO, OF ANCHORS PER JAMB. I • NO. W PARENTHESIS 99) CM NM OF ANCHORS PER JAM& TYPOL A UM FOR ,er se£ ELEV.'I. acNxc MEw MM -LADE COUNTY APPROM z J I s'rRUrtuRE VUL ON & MULLION ANCHORS d e a d oft SEE SEPARATE NOA Qd ° I• d a a O 8 � a SEE ELE �FT� SF TYPICAL ANCHORS : Su M. FOR SPxm IWOOD Bl1CK5 AND METAL STRUCTURE NOT BY FLORIDA WOW. $YS.I 114 DIA tItTRACOid BY_'EICO' (Rv.1Tl M iymiSS N9) { [ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 28Y WOOD BILKS OR WOOD STRUCTURES C AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1 -3 1e MAIN. PENETRATION INTO WOOD . _ _..- naRU 1 8Y BL)cK5 INTO coNC. OR MASONRY R 1 -1/4 MIN, EMBED INTO CONC. OR MASONRY I CONC. OR MASONRY To DIRECTLY N O EMBEDD INTO CONC. OR MASONRY #14 SMS OR SELE ORRt M SCREWS (GRADE 2 C Y INTO METAL STRUCTURES ° ,� STEEL : 12 GA. MIN. (Fy m 35 KSI MtN R 1 ALUMINUM : 1/8 THK. MIN. (6063 -T5 MIN.) I Y M 1 tJ 4 S (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) g wz r,M 672 SMS OR SELF (tRILLING 4 =M (ORM 2 CAS) Z 14 INTO MIAMI -DAOE COUNTY APPROVED MULLIONS {MIN. THK - .OBOE (NO SHIM SPACE) — — � � TYtylrAt EOCSE QISTANCE i INTO CONCRETE AND MASONRY - 1 -5/8 MIN. INTO WOOD STRUCTURE = i MIN. r INTO METAL STRUCTURE - 3/4 MIN. I ` ' caxRtrE r'c - shoo PSI MIN. t� C -I0 HOLLOW/FILLED BLOCK Pm - 2000 PSI MO j s SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE- MOREHEAO 5504 SEALANT 10 e WEEPHOLES: s " Wi m 1 -1/2" X 3/16" WEEPHOLES AT 2 -1 14 FROM c N7 EACH END 0 . .. a a �� l ' ° a 4 F F, dr4oinq no SEE I - TYPo✓:AL ANCHORS I Sim M. FOR VACAV JUN 1 7 ZW9 �w_4 of sheet Sot rmm MIAMI -OADE COUNTY Q APPROVED MULLION I+ SEE SEPARATE NOA SEE EM SPACING !' I -� E — — — cy - - c I t ( r 16g1YDO,Y ,NDiN NGtl00N tgOtN � W TYPIC A NCHORS ME FOR SPACING o S 'A C /{' MAx. ANT , t,4 �kl TYPICAL ANCHOR$ SNOT SEE ELEV. FOR SPACING z to ,0 7 i TYPICAL ANC110RS �• n 1 9 o SEE EI.EV _ — ter. - -• FOR SPACM - - a METAL STRUCTURE 1M SIRUCTU I a ,9r EXTERIOR Wool) SUM s n mt. Om uo 1WI WIDTH FtA C E & PELQ9RCT'R8VI88D 8. _ t5aoppd,Kn$wp6ed0Elotld% � � t �C* # :� F (draw ng no. ju% 1 7 2009 z W04-20 meet 4 of _5 d raax IF Rm. o>PTtoN �,� ►ra�lsorrraeRlense,AR%s i F&5 -UaG , FRAM HE g083_Tg _ z Fnn►� sai _ _ �s3_te - -- - 3 fTWS -022 2 F 806a -t8 _�_ ... t FiMS -62S t 1 fOgp MT6 Ru ... - �Ba -T8 S F,eS -Oa4 RAIL 8063 -TB - 8 F,YS• -02 , VENT tt0iTGM RAI - 80&7_78 - . 7 FWA -p18 2 VENT 9� RAI _ .. 8083_t8 8 - FW3 -029 - A �. ' GLAZatG W13 -TS __ . s Fws -o+e zNENr _ V ENT ara+ o ,a.a / <` Fa ai ENDS 6o63 -Te 9a - a/vENr_ cone TYPE StYEE Low EAIUx I NTALLED M! fa! to % s/ i° FH � ,o - 2 LATCr, �I6NC � � 9TEFJ. - as REGD. D tAawG COMPOUND — _ PECORA . Ia 98 X f -3/t 2D FRAME B YEM AS�YBI.r SC.REVIS CRS PH SM5 ,4 Y12, 178 A9 ftEOD. . PILE W ITH PLASTIC FIN - MLIRAFAa 18 EaAY AS RED. a{A.B i WSiR6�NG VMYL 18 2/VENT Ed.00K m TACKLE 9ALANCE 18A 6/8 S PIRAL SAtANCE - ,7 �8 % 3/8` - SAW a 9CREtNB - .- FH ,a 20-0 sasN sraP SA BH GUIDE 8/18° ROIL SCREEN •. a 4 , uwnNUM - — •• "OPeIONAI .. ,9 - aO -- z. 758 ----y j 3 oaa osz t FRAME MM - ! IlF. ,.25D i " I ' 'WE JAMB M i l i 2L $ 1.440 two 1- -,.a,e L 312 �— MEETM RAIL N ,975 ,LENT LATCH I f Ats 1.180 .62 {� ,.785 GLAZING SM ,.M ,a ! VENT TO,.atsSL .082 ' gg ,.d75 ..VENT SIDE RAIL �I i t.,78D VENT Wnom RAIL $•• 4 50 ZM FRAME CORNERS DETAIL VENT CORNM DETAu ° a 2. 780 63 9 n 7 droving m. U f � / � n t aura ' W04 -20,1 FRaME SILL 1 Z 2409 °°°' t sof I e ` MNIUAM � M DADE COUNTY, FLORIDA UM- FLAQlXR BUILDING BURMING CODE COMPLIANCE OFFICE (BCCO) 140 WEST H AGLER STREET, SUITE 1693 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX M 375-2 NOTICE OF ACCEPTANCE (NOA) www.bundhWAdconUne.com Doralum CorporatMn 7040 N. W. 77 Terri Medley, FL 33166 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 Alit (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 AW 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 deter med by Mum-Dade County Product Control Division that this product or material fails to mgt the requirements of the applicable budding code. This product is approved as descri bed herein, and has been designed to comply with the High: Velocity Hurricane Zone of the Florida Building Cale. DESCRIPTION: Suies "100" Almmiuu n Out swing Duors w! SWUM - ImPOt APPROVAL DOCUMENT: Drawing No.W01 -10, titled "Series 100 Alum Swing Door w/ Si dh0s ", sheets 1 through 6 of 6, prepared by Al Farooq Corp., dated 01 -24.02 last revised on Mar 21,2W7, signed and sealed by Dr. Hu ayoun Farooq, P.E., bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiradan date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATavG: Lu ge and Small Mime Impact LABELING: Each unit shall bear a permanent label with the mnnufacturees nay 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 TERM NATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or nnanufacture 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. Failume to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number gremdePd by the wards MiannDade County, Florida, and foflowed by the expiration date may be displayed in advertising literature. N 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 Budding Official. This NOA revises & renews NOA # 01- 0724.10 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 07- 0101.08 ° f Expiration Date: April 11, 7012 Approval Date: April 12,2W7 %I/� Page 1 - g,,ralu�n Corporation NOTICE OF ACCEPTANCE: EVIDENCE SU�LMJIMD A. DRAWINGS (transferred from file # 01-072410) 1. Manufacturer's die drawings and sections. 2. Drawing No.W01 -20, titled "Series 100 Alum Swing Door w/ Sidelites", sheets 1 through 6 of 6, prepared by Al Fareaq Corp., dated 01/24/01 and last revised on Mar 21, 2007, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (transferred from file # 01-0724.10) Original test conducted per SFBC, PA 201, 202 & 203 -94 now termed as FBC, TAS 201, 202 & 203 -94 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test; per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 Along with installation diagram of an outswing doors w/ sidelites prepared by Fenestration Testing Laboratory Inc, dated March 21, 2001 Test Report No.I OMM- 2911), signed and sealed by Antonio Acevedo, RE and revised by addendum letter, issued by FTL, signed and sealed by Luis Figueredo, P. E. C. CALCULATIONS 1. Anchor verification calculations & comparative analysis, complying w/ FBC 2004 prepared by Al- Farooq Corporation, dated 12115 /06, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing Complies with ASTM E- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holdings L.L.C. for "SAF GLAS ", expiring on 12116/07. 2. Notice of Acceptance No. 03- 0916.02 issued to Nebula Glass International Inc. for' Glasslam Safety -Plus Laminated Glass ", expiring on 09/09/0$. 3. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for "Saflex expiring on 05/21111. F. STATEMENTS 1. Statement letter of conformance & "No financial interest ", dated 12115/06, signed and sealed by Dr.Humayoun Farooq, P.E. 2. Statement of laboratory compliance, as part of above referenced test reports. G. OTHER 1. This NOA revises & renews NOA # 01-0724.10 expired on April 11, 2007. bfla r. Cnmia, P.E. Product Control Humainer NOA No 07.0109.08 Expiration Date: April 11, 2012 Approval Date: April 12.,2W7 E -1 t4" ..... .. .... 141V 2 1/2' 2 1/9' ' 12 MAX FFtAME WurH 1 1 1 6 MAX. 3 ANCHORS REDD AT HEADALL AT MT(L STILE SUFOADE APPLIED LOCAIM FALSE MUNTINS A-)l oc 3/116' ANN. GLASS ( -_ � MAY BE USED -\ MV URE"RE ADHESK I It it 1 1 f It I I I 7 • SAF GLAW POLYCAFIFIDNATE By %Ecumly wpxr MAW TIWI it .016r UREE ADHESIVE &H F3/16• ANN. GLASS Q - e it it it It 21 Q g.4 a it it it GLASS TYPE T 31lr HEAT SM'D GLASS 3/18' HEAT SIREND GLASS m . 24 3/4" PG. Ks pmvem ii D.L. O 32 1 /a" m P" NTINAmm BY 'GLASSLAM' -- -- ------ SAFM IN 34 11 18 D.L. Gm By ljmvw -010' PEr FILM g 71 314V 3/16 HEAT WREWO MASS .. xxoo ) j 3114r HEAT STRM GLASS SERMS-100 ALUMINUM SWING DOOR xz sm-E TEM uNTr 0 APPROVAL APPLES TO SINGLE (X) AND DOUEDOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELnES. SIDE UTES CAN BE ON ONE OR BOTH OF DOOR. = SEE SHEET 2 FOR DESIGN I CAPACITIES. WM THIS PRODUCT HAS SEEN DES AND TESTED TO COMPLY WITH THE GLASS B, GLASS TYPE ' C ' REQUIREMENTS OF THE FLORIDA SIAOING CODE 2004 EDITION INCLUDING HIGH VELOCITY HUMWM ZONE (HVH4 rhmnImamomm WOOD MM BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER as saftrk" I= LOADS TO THE STRUCTURE.. GLAZING OPTION : A . 3 AM IESIi"E E t IN. OL 0 'E A U GLASS TYPE A, AN04ORS SHALL AS LISTEID, SPACED AS SHM ON DErAl.S, ANCHORS EMBEDMENT TO BAS E MATERIAL SHAUL BE BMW WALL DIESSW OR SMCO. DOORS/SIDIEUTES ARE R%TED FOR LARGE MISSILE IIMPACT. SHUTTERS ARE NOT REQUIRED. FIA. PE Wifts? ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE MAILS CAA y Is ARE NOT PART OF THIS APPROVAL 4i W A LOAD DURATION RFASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. drawing no. MATERIALS INCLUDING SLIT NOT LIMED TO SIE04VU& SMM W COW KM 71MAWR 2 1 27 W01 -2 CwAar wrrH OTHER DISSIMILAR MATU40LS SMALL MEET THE REQUIREMENTS OF 2004 FLOM BLDG. CODE SECTION 20039A, rihW 1 of 8 II CHART A (FOR X B .Qt DOORS) CHART $ V ' DOORS MMOUT SIDELTM STATIONARY PANEL (0) 08 A DOORS -'Pm SXpsL= DESIGN LOAD CAPACITY - PBF NO DESIGN LOAD CAPACITY - PSP W2 w1 w2 SIM {W} Z MINAL 1RMS. BLABS TYPE 'A`, B' OR 'C O wmTH (S) FRAME mww SIM TYPE A' GLASS TYPE_'D' & 'C' w>Am.lamx 01= HEXpiT EXL( +) �� —) goo FT./M. EXt: — m - 7 w ( —) w. ( +) rr. R � — I Fr./RL Fc/mL 32 620 81.0 1" 81.0 810 - 33 6LO 7&3 620 81.0 2/6 82.0 81.0 34 7/0 82.0 69.8 620 BID 3/0 8/0 82 Q 81.Q 38 826 86.6 820 81.0 36 42.0 AM 62o- - 81.0 32 1ma- Sib "0 81A � FRAME FRAME wV77H 33 824 78.3 .. 820 79.2 34 8/0 6a a 0.8 62A 78.3 36 _82.4 0.11 620 77.® 36 820 83.I no 76.6 q� / / \ wt W2 wl W2 wi wt w2 wt W2 FR \ \ / �� \ Pi / i /� � / %. 4i \ / •ii \ , iii tp (X) (XX) HWGHTS: NOMMAL HEWff I FRW HWW j LEA XEIOW I OAWM OM. z XO 3 { 0X0) ( 3 ( OXXO 8 88 /0 -7 93 -3/9' 93 -6/6" { WIDTHS: wt W2 wt in w2 l 1S JC NOMNAL W7M FRAME WrIH LEAF mm I mm am I 2/6 (X) 31 - 1/r 28 11 /ts• W15/16' WIDTH ( W1 + W2 3 () s7 -t/a 3a- 11/18' a4- 16 /ts° (FOR DO= WITH SDELDES) 2 6/0 (XX) 69 -3/' 28- 11118' 18-15/18 6/0 71-3 4 34-11 18 a4- 16/18' \ \ / sroEUIE win± 000 wusTl( .� f OOX3 f�«3 m FLA NOTE: .D , ArL X536 GLASS CAPACMES ON TM SHEEP ARE - BASED ON ASTM E1300 -02 (3 SEC. OUSTS) 0 + dro+r1�9 DECLARATORY BUILDING ENT WAOS -DEC -219 s9 asm w1 ExLERIOR t WMH MAR 8 I W01 -20 sheet of 6 TYPIGd. Ate t � T STRTUflE SEEELEVFO ACMN6 SEE M". FOR SPACMO. TYPICAL ANCHORS OR :° :' 'lay l SEE ELEV. FOR SPACM :$ y M WAXE JED Y ULI.tON & MUULON ANCHOR • e — SEE SEFARA NOA TOWAL ANCHORS 1 I 3 17 A 8 O.tFw sRa SEE EIS SEE ELEY FCIt Spwm I 00 x I" Fm me WOOD BUCKS AND METAL STRUCTURE NOT BY DORALUM AT 6 0.1 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. , TYPICAL ANCHORS: SEE ELEY. FOR SPACIItG � 18 I 1/4' TAPCONS BY 'ELCO' {+{ INTO 28Y WOOD BUCKS OR WOOD STRUCTURES iS 1 -3/8 MIN. PENETRATION INTO WOOD 8 ' THRU IBY BUCKS INTO CONC. OR MASONRY p 1-1/4" MIN. EMBED INTO CONC. OR MASONRY a p 8 DIRECTLY INTO CONC. OR MASONRY 0 {�►ry7} 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY g �` �± J14 SMS OR SELF DRILLING SCREWS a: iWC INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8 THK. MIN. (6063-75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) iB 414 SMS OR SELF DRILLING SCREWS g � INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8) p (NO SHIM SPACE) qq 18 ANCHOR EDGE DISTANCES ! /8 X SMS INTO CONCRETE AND MASONRY a 2 -1/2' MIN. ! AT Ir 0. INTO WOOD STRUCTURE m 1 MIN. a INTO METAL STRUCTURE n 5/8• MIN. J IL ° AT C, SEALANTS: FRAME AND LEAF CORNERS. INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. L z. SAN ................. ... • SfRUfTUA08 r � S FLA. P9 16067 3 ww V. .a .• a t aeae q— NON METALLIC QROUTJ q 'MIGRI. • A14,'FWRS !1 METALLIC " TYPI$Al. ANCHORS 3 KM MM. EiIVV. FOR SPACING 3 90 MIN. SS ELEK FOR SQAONO 'D MAN � ] 2 YY OPERARLE LFNITS l:ITATTONARY VNITS ef16Bt 3� B MCH�S �TWMAL SEE U". FUR SPA= � ON TT OP LEAF 0� Tit (DG w a� (O�IOFALED) I ACTIVE LEAF l INACTIVE LEAF u 4 A �' '� 12 + t VV �ttj Q D1 On L #B x + FH SMS L-10- S DLO. AT ++• O.C. ' LEAF +NTH - EXTERIOR DOOR wm SHIM M +13Y WOOD Suds +/ 4• MAX SWM SPACE i t' i rz . o• QQx T EM. FOR SPMM 1 j4• MAX. + /4 �qIA SPACE SHgd ACE • O i i t I . M f•9• N DL O M • .ti �:•'. f ,. $��� �I D�.I�E WTH Ib< x +• PH 066 d I AT 8 O.C. ;^ LL rypm MCHM srtwCTtlisE sE ELEV m IW EXTERIOR D it t p � Imo,. D.L On. OPO. ..__ •• LFAF WIDTH tom- _ DOOR WIDTH drawing no. ,IIAa 1 W0 1 —20 of e 548 am # PART # RWID. DRBCFZTM maim= TYP. L- - %o &7S TY L-Z I I -' 0-20M 3,A=R F RAME WmA 8063- - -M 4 -.265 — 2 2 /LEAF DOOR 10 PAL 6051-To - tm 1 -7 — i - W-28W AS REM ADAPTER Z .272 4 SN-2me 1/00= T�MHOLD 6063-TO 0 6 911-26088 1/tsw 7iw — m" A 7 80-20901 1 /LEAF LOOK STILE 8063-T8 IRS 9'X -28 AS REOD. SIDEUTE MAS 063-TO FRAME HEAD/JAMB 9 SW -28903 11/00RNER ASSEMBLY STIFFENER 6093-TO 10 W-29244 3AW HINGE POOR P== few-To - Jes - il SW-29245 3ASAF KNOE FRAME PORI 6063-Ts - -L3%- 334 F M 12 2AEAF 311r X 16 X 3r STEEL 1 LOW MWADED ROD s - a 363 3 2/tEAF 310' X 18 NUT GLASS STOP 4 lAom Blur X r ROD STEEL PLATED STEEL P 15 S/Lw 1/0 an= Km mom - WEATH E R STRIP ADAPTER 1,464 is AS REM QLAZW WNYL y9ft - T— 17 PW AS REM BULB WAHERSTRIPPM VINYL - L7500 wo Is PB-94 19 SRXXIINE PLUS - 00 AS RM. FILE WEATHERSTRIPP[NO SONLEMEL SL=Nz Dow COR"m .466 .-499 20 sm AS RM FLUSH WJS DELTA IND. GLAZING VINYL LE 11 ) 21 OP-8111 - ENTRY LOCKM TACO OR WESTLOCK =8 TYP. GLAZING ADAPTER (DOOR) 2z #6x3/4* PHSMS AS RECD. ASSIDISLY SCREWS AT ALL FRAME JOM 4= L90 23 DOR--018 AS W= MADO AMM (DOOR) 1 24 DOR-017 AS REW. GLAZING ADAPTER (SIDEUM M . 3" 25 OOR-019 AS R GLASS STOR 9083-76 mwo T .470 Lw LLM = LOCKS • 2 TOP/BOTTOM RAIL GLAZING ADAPTER (SIDELn) STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR a! i r= AT EACH ACTIVE LEAF LOCK STILE, 45 FROM BOTTOM z CONVENTIONAL LOCXSET WITH KNOB. KEY OPERATED ON .944 EXTERIOR AND THUMB TURN ON INTERIOR Leg AT EACH ACTIVE LEAF LOCK STILE, 36 FROM 8070M L547 MANUALLY OPERATED CONCEALED FLUSH BOLTS p 240 AT TOP & BOTTOM OF EACH LEAF LOCK STILE 4AW— ASSEMBLY STIFFENER (FUM BOLTS AT TOP & BOTTOM OF ACM AND INACTIVE LEAFS TO BE ENGMED DURING PM= OF WIRIWANE WARIM) THRESHOLD HINGES EXTRUDED ALUMINUM BUTT HINGE THICK AND 7-1/2' LONG WITH 5/18' PLATED STEEL ROD mom MR Typ. AT LEAF JAMB STILE ONE EACH AT le FROM TOP & BOTTOM I AND ONE AT MIDSPAN Lan -4.= i I t L -11 LA SIDE LITE GLAZING BEAD SIDE LJTE JAMB rm Tw. f-&76 TYP, 0 FLA. ps f l OAA #10-24 X 1/2' drawing Fro. 4687 SELF ORIIUFIO SCREWS wol HINGE STILE LOCK STILE 3 PIECE HING AS MIAMUD" • MIAMI —DARE COUNTY, FLORIDA BUILDING CODE COMPLIANCE OFFICE ( ) BCCO M9MO -DADE FLAGLER BUILDING PRODUCT CONTROL DIVISION 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 NOTICE OF ACCEPTANCE QA (305) 375 -2902 FAX (305) 372 -6339 Florida Window System, Co wrvtiv mlamidad ovibnildinucle 7191 NW 77 Terrace Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and re materials. The documentation submitted has been reviewed gul ul ations M' ®erning a use of construction Division and accepted by the Board of Rules and A Y Product Control other areas where allowed by the Authority Having Jurisdiction R(} used in Miami-Dade County and 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 wi11 incur the the AM may immediately revoke, mod' , or s expense of such testing and Y 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: Series "FWS -200" Aluminum Single Hung Window - L.M.L APPROVAL DOCUMENT: Drawing No. W04 -20, titled "Series FWS -200 Alum. Single Hung Window (L -M.L) , sheets 1 through 5 of 5, prepared by AL Farooq Corporation, dated 03/11/04 with the latest revision "D" dated 06/15/09, signed and sealed by Arshad Viqar, P. E., bearing the Miami --Dade County Product Control Revision 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 a permanent label with the manufacturer's name or logo, c' state and following statement: "Miarra Dade County Product Control Approved", unless otherwise se ' noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fi led 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 scion of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Coun Florida followed by the expiration date may be displayed in advertising literature. If an'' and displayed, then it shall be done in its entirety. Y portion of the NOA is 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 revises and renews NOk No. 04- 052$,03 and consists of this page l and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. J •� NOA No. 09-0624.06 Oq Expiration Date: July 29, 2014 Approval Date: August 26, 2009 Page I Florida Window System Corn NOTICE OF ACCEPTANCE: EVIDENCE R A. DRAWINGS 1 . Manufacturer's die drawings and sections. 2. Drawing No W04 -20, titled "Series FWS -200 Alum. Single Hung Window (L.M.I.) ", sheets I through 5 of 5, prepared by AL - Farooq Corporation, dated 03/11/04 with the Iatest revision "D" dated 06/15/09, signed and seated by Arshad Viqar, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation window, prepared by Hurricane Engineering ��� of an aluminum single hung RETI -03 -1820B dated 02/12/04, si and seal P. E. sealed b Rafael E. Druz -.S Report No. (Submitted under previous NOA No 44-0528.03) 2• Test reports an: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering and Testing, Inc. Test Report No. AETI- 03- -1820A dated 09/09/03, signed and sealed by Rafael E. Droz- -Selo, P. E. (Submitted under previous NOA No 04- 0528.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202-94 along with marked --up drawings and installation d, by Hurricane E diagram diagram of an aluminum single hung window, prepare RETI- 03 -1322B dated 01/01/04, signed and sealed y Rafael E. Droz -Seda, P. E a. (Submitted under previous NOA No. 04-0528.03) 4- Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.32.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared, by Hurricane Engineering and Testing, Inc. Test Report IRETI 3 -1322A dated 06/05/03, signed and seated. by Rafael E. Druz -S No. (S.b. (Submitted under previous NOA No. 44- 0528.03) P. E. Jaime D Gascon, P. Chief, Product Control Division NOA No. 09- 0624.06 Expiration Date: July 29, 2014 E -1 APProval Date: August 26, 2009 4 Florida Window Svstem 6 Corn NOTICE V ACCEPTANCE: EVIDENCE SUBMITTED C'• CALCULATIONS 1• Anchor verification calculations and structural analysis, complyi Prepared by AI Farooq Corporation, dated. 06115109, signed and sealed by Arshad 7, Viqar, P.E. Complies with ASTM E1300 --02/ 04 D• - QUALITY ASSURANCE 1 . Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1• Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their "Saflez IIIG ee dated May 04 06 2• Clear or colored interla y Y , 20 , expiring on May 21, 2011. Notice ofA cceptunce No. 08- 1118.07 issued to Oldcastle Glass Inc. for their "St"Glass Glass Interlayer", dated 03105109, expiring on 12/11/13. E• STATEMENTS 1• Statement letter of conformance, dated June 16, 2009, signed and seated by Arshad Vigar, P. E. 2 • Statement letter of no financial interest, dated June 16, 2009, signed and sealed, by Arshad Vigar, P. E. 3. Laboratory compliance letter for Test Reports No.'s HETI -03- 1820B, HETI- 03- 1820A, HETI -03 -1322B and HEIT-03-1322 issued Laboratory, Inc., dated February 12, 2004, January 01 2005 e eptember 09, 2003 b Ii 2003 Test June 05, 2003, signed and sealed b and (Submfted under previous NOA N 4 Z 0� Selo, P. E. G. OTHERS 1• Notice of Acceptance No. 04- 0528.03, issued to Florida Window Sy their Series "FWS -2pp Aluminum S' Corp. for 07/29/04 and expiring ' g1°g W '� dO �'� ' LPL» approved on on 07129/09. Jaime Chief, Product Control Division NOA No. 09- %24.86 Expiration Date: July 29, 2014 E -2 Approval Date: August 26, 2009 U �,� O.L. O S 112" MAX. 14 " MAIL FALSE MUNTINS z eeAO/suL HEAD/SILL (SURFACE APPUED) ° CORNERS A j— I MAY BE USED F a I It V I' 1 i t II oc 9 II I R I. .1 n r n I n n I u l I I II II II I' 46 1/8" � 10 Ri 50 9 /8" VERY WIDTH THESE WWDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Wwoow W DTH z SH A R E NO T R _J ICI TYPICAL ELEVATION U �n SERIES FWS -20d TEED UMr A SINGLE HUNG WIND OI4 ._BULB VINY JIff DESIGN LOAD RAMOS FOR THESE WINDOWS TO BE AS PER BULB �� VIMY! ' HEAT STRENT) CLASS CHARTS SHOWN ON SHEET 2. 1/6" ANN. GLASS ,J8 W APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 080' TERLAYER G ry COMBINATIONS OF /S.H. OR SINGLE HUNG WITI OTHER M* u� � ��, � �COMPOSITE By �� i WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —OADE COUNTY APPROVED MULLIONS IN BETWEEN. SAFU 4olUTU' PVB INTERLAYER ' § LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL I /$" ANN. GLASS § WILL APPLY TO ENTIRE SYSTEM. 1/8" HEAT STRENO GLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE PEA 898 I SIL REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING z PEOORA 885 HIGH VELOCITY HURRICANE ZONE (RAM. WOOD DUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER r il, DJ r LOADS TO THE STRUCTURE. i it \' I l ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS I( EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. } F i es a d I ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS aw whows g ARE NOT PART OF THIS APPROVAL, t t4\ , NO — A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ` \ 4 � ' 1111 drawing n0. NOT UMI CONNTr CT WITDISSIMILAR MAIERKS SHALL ME THE REWR MENTS GLASS TYPE 'A' GLASS TYPE 'B' � � $ C wo4 - 2a Dwillim OF 2007 FLORIDA BLDG. CODE SECTION 2005.8.4. GLAZING OPTI ONS r eheat t a s5 Y 26 -,j2" 32° I /w 3Y (S) 42" 48" 53 -1 /8' 26• -1/2" 32- 57" 3 7• ( 42• s) 53_,!6• 32" UNEQUAL LITES WINDOWS ii DESIGN LOAD CAPACITY - P PSP GLASS TYPE G GLASS TYPE G GLASS TYPE G GLASS TYPO !• f A' ! f eo,0 68.0 6 66. 7 5.0 8 80.0 654 8 88.7 66.7 :�•- se.7 _ W.a 7 sez 68.7 37 . 6J -? - 883 1 75.0 - 42" (6) - 66. T - ?5.0 - ,9 -11 7$. 69.0 85.0 86.7 73.0 60A 55 65A 26 2- 60.0 85.0 66.7 -}75.0 80A 65A �. (6) - - 669 I 7sa - - • N0. 0t PARENTHESIS INDICATE NO. Of ANCHORS PER JAMB. NOTE: CUSS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Jux x zaos 4 a� hM m L l i l � ;i -� ilrowinq no. W04 -20 4 I • N0. W PARENTHEOIS 6VOICAIE rlv. w ANCHORS PER JAMS. NOTE: CUSS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Jux x zaos 4 a� hM m L l i l � ;i -� ilrowinq no. W04 -20 4 I • N0. W PARENTHEOIS 6VOICAIE rlv. w ANCHORS PER JAMS. TYPICAL ANCHORS TYPICAL ANCHM J U ACYNG SEE ELEM. FOR SP � � I tYOOp �ipc SEE ELV. FOR SPACING �• �I I METAL MULLI N & JLLON A NCH EO MULLION Q �� STRUCTURE MULLION ANCHORS � .4 SEE SEPARATE WA ° a ,,A ' I III '1 TYPICAL ANCHORS r 4 1 ( 18 SEE ELEV. FOR SPACM I I t TYPICAL ANCHORS: SEE ELEV. FOR sPAcm WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WDW. SY5.1 1 ��TSAoy Rr 'FLCO' (F.-177 tom. F xs> MUST SUSTAIN LOADS IMPOSED BY G=NG SYSTEM INTO 28Y WOOD BUCKS OR WOOD STRUCTURES oil 0 c — AND TRANSFER THEM TO THE BUILDING STRUCTURE.i — J 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY �+ 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY I I CIPP� LATCH 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY ,#14 SMS OR SELF DRILLING SCR ENS (VADE 2 CRS) r•; INTO METAL STRUCTURES I I f l I �1� STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) S O a S ALUMINUM : 1/8* THK. MIN. (6063 —T5 MIN.) I I Z FF V I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) III #12 SMS OR SELF DRILLING IN SCREWS (OOZE 2 CRS) I z I 0 44 J INTO MIAMI —BADE COUNTY APPROVED MULLIONS (MIN. THK. - .090'7 I (NO SHIM SPACE) II TYPI FOOF Oh"1 Nf!t •J 1' INTO CONCRETE AND MASONRY - 1 -5/8" MIN. I I INTO WOOD STRUCTURE = i" MIN. 1 I INTO METAL STRUCTURE - 3/4" MIN.II I I �' 1 � •I CONCRETE Yc - 3= PSI MIN. I I I I C -90 HOLLOW /FILLM BLOCK firm - 2000 PSI MIN. Ell SEALANT it it A I I I 1 I ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE— MOREHEAO 5504 SEALANT. 8 10 I • WEE Ham, oLES: 8 � C t8 y ! W1 ° 2 3/16" WEEPHOLES AT 2 —i /4" FROM EACH END o; wl Vi Za lowl I I II { CAK RA PE tm. A. ° I • d F F I.oY j � 41 9 � TYPICAL ANCHM .. I s drowirI no. SEE EUN FOR SPACING ° vg= evac �t ACING JUN 1 fi 2009 „ ` �W04 -2j r 9 E at of 51 LTLa'M $ PAW $ no. I omcRLmm MATIMM MLNF. /BUPPtdER /LtXMAR1C3 ro "�I t FVtS -020 — 1 T0i11E NERD_ 5D83 -T5 2 _ M -021 1 FRA►IC s1u $0TH - MIAMI -DAOE COUNTY 3 RYS -022_ 2 FRAME JAMB 8D83-T8 YEO O APPRO MULLION TYPICAL ANCHORS 4 FRS -025 I • RAIL 8053 -T8 SEE SEPARATE NOA r'SEE ELEV. FOR SPACING S FNS -0 t VENT TOP tiAN _ 8083 -T8 - a 6 FWS -023 .. t VENT BOTTOM RN 7 - FWS -018 - 2 VENT S= RAIL 8083 T6 �.. .. 8 FYYS -028 AS ROD. 'GLAZING BEAD 5083 -T5 _— 0 FWS -0f8 2/YENT VENT LATCH O 10 -3/4` FRO ENDS 5053 -T5 - _ _ 8A - 2/VENIT_ CAM TYPE SKE LOCK _ ZAMAt I NTALED W/ (2) $8 X 3/4" Fa US 10 - 2 LATCH SPRING STEEL. TI 885 AS RECD. G LAZING COMPOUND - PECom e4 1h. W 12 $5 X 1 -3/4 20 FRAME k VENT SCREWS CRS PH US 14 W21175 AS READ. . PILE W S TOPPM W IM PLASTIC RN UL7'RAFAB 15 E20S AS REOD. BULB WSINO YNYL M F t 21YENT BLOCK A TACKLE BALANCE t8A Z/YENT 5/8 S t+iRAl. LiV.ANOE - It WINDOW +ANDM WtlJOt1W YADTH 17 $e X 3/8" - SASH G UIDE SCREIVS _ FH I y 18 z0-o4 z sm STOP ALUMINUM 19 - 4 SA GUME - yQ 20 1 5 /SCREEN _OPTXNAL I 4 s p TYPIC A NCHORS rr Z 1+ M . h FOR SPAEM 1/4 MAX. I d 1/4 MAX. VENT WIDTH SHILLS 1/4 SHIM TYPICAL ANCHORS A SHIM flp "I SEE ELEV. FOR SPACNC , MAX I 18 10 7 -- t TYPIC A NCHORS A II � C ._`� 9 0 SPACING F. METAL WOOD K 8� - -- - __ STRUCTURE - - - - _ - - WOOD STRUCTU 4 e Imo— Wo 3 EXTERIOR v wOOD m D.L. OPGl o a � U O WINDOW wtm " FLA. PE $ ��83 PRQ7UCfAtiVlS6D CAM. 3535 teamltpi7iu3 wiLb ldl FTolidl �•. _ f drovri�g no. JUN 1 2009 ruwmn W04-20 Sheet 401 _4. a4a 1.376 � j .082 FRAME HEAD /' a r' A .082 FRAME JAMB J i V � 1.440 ,.000 i — 780 .082 .9112 1.438 MEETING RAIL l `� t.874 VENT LATCH IIIII •.419 i I 1.,46 .oea }�I GLAZING BEAD VENT TOP RAIL o, ,.240 t2 1 Z a J ,11 1.819 �� I I �•• n C �,., .682 11174 .414 -W VENT SIDE RAIL oEll VENT BOTTOM RAIL i a x.889 FRAME GMRSS DE T& VENT CORNER DETAIL .04 a.as6 caw. I � �,�,' �'I � tbo 2 .740 cx 54w e3 I( ^ it � lI i, . N, l i 88 . droving no a.9e3 cmaa ' �� W04 JUN 17 Zo �t"'s�O01 sheet or FRAME SILL i r .�h� / �,�`� ��1� /��� "I FORM 11OOA -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Residence for Mshores LIC Builder Name: Street 186 NE 108 St Permit Office: Miami Shores Village City, State, Zip: Miami Shores, FL, 33158- Permit Number. Owner Mshores LLC Jurisdiction: 232600 Design Location: FL, Miami 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single - family a. Concrete Block - Int Insul, Exterior R=4.1 1845.00 IF b. N/A R= ft 3. Number of units, if multiple family 1 c. WA R= ft 4. Number of Bedrooms 3 d. WA R= fi? 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft 1760 a. Under Attic (Vented) R =30.0 1760.00 ft b. N/A R= ft 7. Windows Description Area c. NIA R= fe a. U- Factor. Dbl, U=0.60 317.9911 SHGC: SHGC=0.60 11. Ducts b. U- Factor. NIA tt2 a. Sup: Attic Rot Attic AH: interior Sup. R= 6, 225 I SHGC: 12. Cooling systems c. U- Factor. NIA ft a. Central Unit Cap: 41 kBtu/hr SHGC: SEER: 14 d. U -Factor NIA ft2 13. Heating systems SHGC: a. Electric Strip Heat Cap: 34 kBtu/hr e. U- Factor. WA f12 COP: 1 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric : 50 gallons a. Slab -On -Grade Edge Insulation R =0.0 1760.00 fix EF: 0.9 b. NIA R= fta b. Conservation tea r c. WA R= ft2 None MINIM 15. Credits Pstht ' �'q Glass /Floor Area: 0.181 Total As -Built Modified Loads: 46.15 c Total Baseline Loads: 56.87 � I hereby certify that the &ns and specifications covered by Review of the plans and this calculation n n a Energy specifications covered by this 0 Code. calculation indicates compliance with the Florida Energy Code. ��y - ?;;�• PREPARED B Before construction is completed DATE: 7 Z n this building will be inspected for compliance with Section 553.908 I hereby certify is b as designed, is in pliance Florida Statutes. with the Florida ergy e. OWNER/AGENT: BUILDING OFFICIAL: DATE: G Z oo DATE: Ad,'Flm - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifiies as certified factory- sealed In accordance with N1110.A.3. - Compliance requires a roof absorptance test in accordance with N1104.A.4. 12/18/0911,:41 AM EnergyGauge@ USA - FlaRes2008 Page 1 of 5 PROJECT Title: Residence for Mshores LIC Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBulk Bathrooms: 0 Lot # Owner. Mshores LLC Conditioned Area: 1760 SubDivision: # of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: 186 NE 108 St Permit Office: Miami Shores Village Rotate Angle: 0 County: Miami -Dade Jurisdiction: 232600 Cross Ventilation: No City, State, Zip: Miami Shores, Family Type: Single - family Whole House Fan: No FL, 33158 - New/Existing: New (From Plans) Comment: Florida Cade Example CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 1 51 90 75 70 149.5 56 Law FLOORS # Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 205 It 0 1760 ft 0.2 0 0.8 ROOF Roof Gable Roof Solar Deck `/ # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Flat tile/state 1814 ft 0 ft Dark 0.3 Yes 2 14 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1760 ft N N CEILING # Ceiling Type R Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1760 ft 0.11 Wood WALLS # Omt Dewy Sheathing Framing Solar Adjacent To Wall Type R Value Area R Va Frac tion Absor. 1 N Exterior Concrete Block - Int Insul 4.1 495 ft 2 0 0.4 2 S Exterior Concrete Block - Int Insul 4.1 495 ft 2 0 0.4 3 E Exterior Concrete Block - Int Insul 4.1 427.5 ft 2 0 0.4 4 W Exterior Concrete Block- Int Insul 4.1 427.5 ft 2 0 0.4 12118/0911:41 AM EnergyGauge® USA - FlaRes2008 Page 2 of 5 FORM 110OA -08 Code compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 186 NE 108 St PERMIT* Miami Shores, FL, 33158 - INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106AB.1.1 Maximum:.3 dhVsq.fL window area; .5 dm/ .ft door area. Exterior & Adjacent Walls N1106AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is Installed that extends from, and is sealed to, the foundation to the top plate. Floors N1106AB.1.22 Penetrations/openings > 118" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier Is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. ✓ EXCEPTION: Frame ceilings where a continuous Infiltration barrier is installed that Is sealed at the perimeter, at penetrations and seams. Recessed Ughting Fixtures N1106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi-story Houses N1106AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112AB.3 Comply with efficiency requirements in Table N112ABC.3. Switch or dearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built in heat trap required. Swimming Pools & Spas N1112AB.2.3 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112AB.2.4 Water flow must be restricted to no more than 2.5 gallons per / minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1 107AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104AB.1 Ceilings -Min. R -19. Common walls-frame R -11 or CBS R -3 both N1102.13.1.1 sides. Common ceiling & floors R -11. ` 12118/0911:41 AM EnergyGauge® USA - F1aRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 81 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single - family a• Concrete Block - Int Insul, Exterior R=4.1 1845.00 W b. NIA R= ft 3. Number of units, if multiple family 1 c N/A R= ft 4. Number of Bedrooms 3 d. NIA R= 11 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (W) 1760 a. Under Attic (Vented) R =30.0 1760.00 ft2 b. WA R= ft 7. Windows'" Description Afea c. WA R= ft a. 1.1-Factor Dbl, U=0.60 317.99 ft SHGC: SHGC =0.60 11. Duds b. 1.1-Factor N/A a. Sup: Attic Ret Attic AH: Interior Sup. R= 6, 225 ft SHGC: 12. Cooling systems c. 1.1-Factor NIA ft a. Central Unit Cap: 41 kBtu/hr SHGC: SEER: 14 d. U- Factor. NIA fI2 13. Heating systems SHGC: a. Electric Strip Heat Cap: 34 kBtu/hr e. 1.1-Factor N/A ft2 COP:1 SHGC: 14. Hot water systems $. Floor Types Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1760.00 ft2 EF: 0.9 b. N/A R= ft2 b. Conservation features c. NIA R= ft2 None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed g, - *g,.�' based on installed Code compliant features. o Builder Signature: Date: * � Address of New Home: City/FL Zip: WE *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487 -1824. **Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Cale, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 Residential System Sizing Calculation Summary Mshores LLC Project Title: Code Only 186 NE 108th St Residence for Mshores LLC Professional Version Miami Shores, FL 33169- Climate: South 12/18/09 Location for weather data: Miami - Defaults: Latitude(25) Altitude(11 ft.) Temp Range(L) Humid' data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 5 r. Winter design temperature 50 F Summer design temperature 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 15 F Total heating load calculation 25004 Btuh Total cooling load calculation 39469 Btuh Submitted heating capacity % of calc Btuh Submitted doling capacity % of calc Btuh Total (Electric Strip) 136.0 34000 Sensible (SHR = 0.70) 91.8 28700 Latent 150.2 12300 Total 103.9 41000 WINTER CALCULATIONS Winter Heating Load for 1760 Dudap%) Load cornDo Load Window total 318 sqft 8076 Btuh bYR03%� Wfuloweca%) Wall total 1845 sqft 5474 Btuh Door total 20 sqft 216 Btuh D=80%) Ceiling total 1760 sqft 1121 Btuh Floor total 205 sqft 4838 Btuh Infiltration 145 cirri 3198 Btuh Duct loss 2081 Btuh r Subtotal 25 Btuh CeiGnBs(4 %) 004 Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 1 25004 Btuh '"' SUMMER CALCULATIONS Summer Cooling Load for 1760 Load comDonent Load Window total 318 sqft 16104 Btuh Wall total 1845 sqft 5282 Btuh Door total 20 sqft 324 Btuh Latent hrtemag4%) Ceiling total 1760 sqft 1625 Btuh " % ' °wep%) Floor total 0 Btuh o „ r Infiltration 136 cfm 2246 Btuh Internal gain 2420 Btuh Windowa(41%) Duct gain 2528 Btuh Sens. Ventilation 0 cfm 0 Btuh Total sensible gain 31279 Btuh wa pegs) Latent gain(ducts) 1123 Btuh Latent gain(infiltration) 5368 Btuh Latent gain(ventilation) 0 Btuh °-.a Latent gain(intemal/occupants/other) 1700 Btuh W40803%) Total latent gain 8191 Btuh TOTAL HEAT GAIN 39469 Btuh EnergyGauge® m S' ' Version 8 PREPARED BY: For Florida residences only DATE: Z 3 0 Vic. Z 00 EnergyGauge® FLRCPB v4.5 FAN —COIL oESroHATaH cFM �ru+ ENTORMtG ELECtRK?IIL DATA REF: oss TQrAL ALE W Os VOUS PHASES RING KW FUSES MOUSAM mar uo. sum cm AHU -i (N) 1600 41.0 28.7 67 80 230 l 10 44 60 GOODMAN ARUF374316 318 7/8 1 CONDENSING UNIT 1W. ENT. aSMI ICAI DATA DEMOHA M IM M GOMENSER vom PHN4SES W= AWS FUSES M ftr%V. SEER AEA SERVED CU -1 (N) 41.0 95 230 1 21 30 GOODMAN GSC 140421A 14.0 SHOWN Miami Shores Village ( T47 ` Building Department m� ua 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 B Y.- INSPECTION'S PHONE PHONE NUMBER: (305) 762.4949 - -_- BUILDING permit No. J2C oq— 16q PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING - Owner's Name (Fee Simple Titleholder) Phone # C 7 d 7 °J fi! 7!7 Owner's Address ` 06 lyL 0 - k_ y City —M , State [" L— Zip Tenant /Lessee Name Phone # Email Job Address (where the work is being done) & NE `t5 f � � " ST City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name plt-J Phone # '1 60 Na 1 7 Contractor's Address 30 O l/jA �7 City &MAl 1 State Fr-1 Zip Qualifier Name �R4 &j Digs q Phone State Certificate or Registration No. Certificate of Competency No. r , Contact Phone E -mail Architect /Engineer's Name (if applicable) Phone # w Value of Work For this Permit $ T o, 00-0 Square / Linear Footage Of Work: Type of Work: ❑ Alteration ❑New El Repair /Replla�ce ❑ Demolition Describe Work: 6W yf✓ j ` I�f�✓Jl�oo/� F,,PA -t 1Z C� t1a1��A Submittal Fee $ Permit Fee $ 1 S(30'C CCF $ COX"Cl Ks ipex Notary $ 5.00 Training /Education Fee $ Technology Fee $ Scanning $ . 00- Radon $ • 0 DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ (p d yon +�- G U w =� � l �. 0 1 41 t+• Total Fee Now Due $ t & 0' See Reverse side 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 re' rs ection fee will be charged., Signature Signature &P Owne or Agent 1h Contractor The foregoing instrument was acknowledged before me this "1 V ' The foregoing instrument was acknowledged before me this `f day of 20(DI, by rrril L4 LP I day of UD✓EWI%' i ; 20 Oft, by &WtA-1 CHIC -4CW- i who is personally known to me or who has produced who is personally known to me or has producelrl- L As id and w did take an oath. 0 3 2 - 7 U as i ation and who did take an oath. NOT Y PUBLIC: I NOTARY P n: tc�` Sign. Print: �s l Print:"t My Commission Expires: T �� �� My Commission Expires:* W��% k * *�ek Sk �c�r *icde 'ceF *deJcic F �t�e:F * * * * *ic *7F kkde �t kk *de �e *eY�t�c *ici:9: �c 9cek 9e *9t �c is �c it �c9t ie �c �c *9F *9c * * *9c'c9c * * *k9c i:*** * * * * # *9c *+'c9c9c"k *9c *9e * * *dreF 9ele 9c 9e Vic* APPROVED BY ,- ���d �f Plans Examiner it ° Zoning t Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) a s Wi 1 Ll e� e L 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 DAVID A. DACQUISTO, AICP PLANNING 6 ZONING DIRECTOR DEVELOPMENT ORDER File Number: PZ -8-09- 2009151 Property Address: 186 NE 108' Street Property Owner /Applicant: Gary Levinson, Mshores LLC Address: 1451 Ocean Drive, 2 nd Floor, Miami Beach FL 33139 Agent: David Morton Address: 4444 SW 71"' Avenue, Suite 103, Miami FL 33155 Whereas, the applicant Mshores LLC (Owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Special Approvals, Sections 600 & 523: Site Plan Approval, Garage conversion. Whereas, a public hearing was held on September 24, 2009 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Applicant to secure necessary DERM and/or Department of Health approval for the septic system prior to the issuance of village building permits. 2) Applicant to obtain all required building permits before beginning work. 3) Applicant to meet all applicable code provisions at the time of permitting. Page 1 of 2 DO PZ- 8- 09- 2009 1 5 1 Levenson Mshores ti r 4) Applicant to complete a covenant in the form of a "Declaration of Use" assuring the property is used only for a single family purpose, record the covenant with the Miami -Dade County Recorder and provide the planning director with a copy of the recorded document prior to the final inspection by the Building Official. 5) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 20 day of September, 2009 by the Planning and Zoning Board as follows: Mr. Abramitis X Mr. Powell Absent Mr. Reese Absent Mr. Madsen X Chairman Fernandez X tU U� Date Ric M. Fernandez Chdrman, Planning Board Page 2 of 2 DO PZ- 8- 09- 2009151 Levenson Mshores 111111111111111111 Hill 111111I CFN 2009R0789771 OR Ok 27068 Pas 2489 - 2490; (2p9s) RECORDED 11102/2009 12:41314 Prepared by: HARVEY RUVIHi CLERK OF COURT Gary A. Levinson, Esq. MIAMI-DADE COUNTYP FLORIDA Levinson & Lichtman, LLP 1451 Ocean Drive,, Suite 205 Miami Beach, FL 33139 DECLARATION OF USE KNOWN ALL MEN BY T`HESE PRESENTS: WHEREAS, the undersigned Gary A. Levinson, as Manager of MSHORES, LLC, a Florida limited liability company, is the fee simple owner of the following described property {"Property ") situated and being in Miami Shores Village, Florida: Lot 1, Block 209, of DUNNINGS MIAMI SHORES, EXTENSION NO. 5, according to the Plat thereof, as recorded in Plat Book 48, Page 21, of the Public Records of Miami-Dade County, Florida, aWa 186 NE 108 Street, Miami Shores, FL 33161 WHEREAS, the undersigned owner has sought certain development approval from Miami Shores and is providing this document in consideration thereof and to induce the Village to grant same. NOW THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is acknowledged, the undersigned does hereby declare and agree: I That the Property will not be used in violation of any ordinance of Miami Shores Village or Miami-Dade County now in effect or hereinafter enacted. 2. That the Property will be used for a single family residence only. 3. That it will not convey or cause to be conveyed the title to the Property without requiring the successor in title to abide by all terms and conditions set forth herein.. FURTHER, the undersigned declares that this covenant is intended and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its, successors, in accordance with the codes, rules and regulations of said Village then in effect. [signature page follows] RECOVE JAN 0- 6- 2-010 OR BK 27068 PG 2490 r _ ...AST PAGE IN WITNESS WHEREOF, the undersigned has caused his hand and seal to be affixed hereto on this 9 day of October, 2009. WITNESSES: OWNER: ...... MSHORES, LLC, a Florida 1' it nt ame: l. /C,rD liability company By: t Name: c � j \1' :, Gary A. Le ' n, Managing Member 7 STATE OF FLORIDA } COUNTY OF MIAMI -DADE ) I HEREBY CERTIFY that on this day personally appeared before me Gary A. Levinson, who is () personally know to me or ( ) has produced as identification and he acknowledges that he executed the foregoing, freely and voluntarily, for purposes therein expressed. • f ! SWORN TO AND SUBSCRIBED before me on this 9 day of October, 2009. iC, TA OF A My Commission Expires: Ai 11 L%07' j. l fsIU E my CL � AI352b?7d �`0341d$ EX °!R`c;:s' A9sr.i.S,?t330 t�$�ii� >'Jt:t7:'7n. 714 5. } C t i REC ENE D JAW 0 6 20110 Miami Shores 'pillage ,Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 09— / ( > 7 Job Name 0- m-Wre.$ LLC . Date '0/0-? STRUCTURAL CRITIQUE SHEET Gi s� mac! i -� ti far- G� wee w1.rtdehqh1 'r- t`7oUr (C ° C_ r� !S ) 31, " call ofrc*uit-es frOut - `fled Celt each - a mil► Ap 77,. "a'a Z-;*'Pf g �_ W OR agog p111 Miami shores Village L Building Department A, 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: f — DATE: v 2Co__ ' f r 0 n. to • Contractor ej • Owner 'Architect / Picked up 2 sets of plans and (other) Address: ZCM From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Depa nt to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: 2� PERMIT CLERK INITIAL: —J Planning and Zoning Criteria Miami Shores Village Permi'tNo. RC -1 0 10050 N.E. 2nd Avenue fur n rt.. Miami Shores, FL 33138 -0000 Phone: (305)795-2204 Fax: (305)758 -8972 Issue Date Not Issued Expires: of Issue Folio Number: 1121360090010 Owner's Name: GARY LEVINSON Owner's Phone: Job Address: 186 108 Street Total Square Feet: 1400 Miami Shores, FL 33161- Total Job Valuation: $ 1,800.00 Contractor(s) Phone Primary Contracto Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 11/25/2009: Yes Comments: DECLARATION OF USE REQUIRED BEFORE FINAL INSPECTION ♦ 51�� t�S L ip 1 M iami shores V ly� Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: (A DATE: 1 / tedoontractor ❑ Owner Ei Architect Picked up 2 sets of plans and (other) Address: _ O $ G RJR' 4 0 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: lam' PERMIT CLEARK INITIA • Pcun �ws were +moo `gt1ORE& G�! 0 wit" � I nu rrnr ��' 'r L � ;N BUILDING DEPARTMENT (� 40RIT) 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2382 TELEPHONE: (305) 795 -2204 FAX: (305) 7s6.8972 z Review Comments for Mechanical Processor Job Address: Permit No: �[ /' ® aC ® Ier: Contractor: Phone No: Date: Only the items preceded by an (x) must be corrected. ( } I Need HVAC design schedule Miami Dade County Chapter 8. ( ) 2 No combustible in plenums. FBC -M 602.2.1. ( } 3 Auxiliary and secondary drain systems required. FBC -M 307.2.3. ( ) 4 Air handler shall be mechanically attached to air system. FBC -M 603.7. ( ) 5 Equipment on roof over 16' require permanent access. FBC -M 603.5 ( ) 6 Need balanced return air. FBC -M 601.4. ( ) 7 Provide return air in bedroom and I" undercut door. FBC -M 601.4. ( ) 8 Bathroom shall have window (3 square feet) or be mechanically ventilated. FBC -M 402.3.1. ( ) 9 Condensate drain need to be 314 "in diameter larger. FBC -M 307.2.2. ( } 10 Air handling units in attics must meet all the requirements of . (show Notice to Homeowner) FBC -M 306.3: ( } I I Dryer vent shall not be longer than 25'. FBC -M 504.6. if not provide manufacturer's spec of dryer. ( ) 12 Outside air intake shall not be located closer than 10' from any hazardous or noxious contaminant. FBC -M 401.5. ( j 13 Outside air required. FBC. -M 403.2 ( ) 14 Smoke detector required in system greater than 2000 C.F.M. FBC -M 606. ( ) IS Fire damper required. FBC -M 607.1.2. ( ) 16 Mechanical equipment shall be designed and installed to resist wind pressures. FBC -M 301.13. ( j 17 Appliance must be protected from damage. FBC -M 303.4. ( ) 20 Guards shall be provided to equipment located within 10' of edge of roof. FBC -M 304.10 ( } 21 Miami Dade Fire approval for kitchen hoods and• fire system required. Miami Dade Fire 22 Heat Load calculations required Miami Dade County Chapter 8 & FBC -M 312.1 ( ) 23 Energy calculations Karp Dade County Chapter 8 & FBC -M 312.1 (A 24 Other L J W u C) + v �I Comment Sheet Mechanical Page _ of _ 07/04 1 .93 sy Miami shores Village Building Department 10050 N.E.2nd Avenue th Miami Shores, Florida 33138 JrR Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09 -1697 Job Name: January 6, 2009 Page 1 of 1 Building Critique Sheet 1) Corrections for mechanical, plumbing and structural must be completed. 2) Provide all sub permit applications. 3) Provide separate permits for septic, deck and driveway. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 .SRFs� Miami shores Village m oon p,,, Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 lrR Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09 -1697 Job Name: November 25, 2009 Page 1 of 1 i Building Critique Sheet tans must be approved by HRS for the septic system Provide receipt from Miami Dade planning and Zoning for impact fees.e' � l)c orrections for mechanical, plumbing and structural must be completed ) Provide all sub permit applications. P rovide an updated survey for the property. _,---6) Provide separate permits for septic, deck and driveway. Provide energy calculations. Provide wind load design criteria. Provide details for all masonry work including dowel connections, reinforcement size ect. Provide design pressures for all new or altered openings. 1 1) Provide product approvals reviewed and signed approved by the designer of record. 2) I altered or new openings must be impact resistant. ovide a detail showing the waterproofing (buck) and rough opening dimensions. connection details for roof structure must be detailed. 1) II new roofing members must be detailed. Provide ceiling height. 17) Provide floor framing plan with all connection detail. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 -795 -2204 FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Residence for Mshores LIC Builder Name: Street: 186 NE 106 St Permit Office: Miami Shores Village City, State, Zip: Miami Shores, FL, 33158- Permit Number. Owner. Mshores LLC Jurisdiction: 232600 Design Location: FL, Miami 1. New construction or existing New (From Plans) 9. Wall Types insulation Area 2. Single family or multiple family Single - family a. Concrete Block - int Insul, Exterior R 1845.00 ita b. WA R= ftz 3. Number of units, if multiple family 1 c. NIA R= ft 4. Number of Bedrooms 3 d. WA R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft) 1760 a. Under Attic (Vented) R =30.0 1760.00 ft b. WA R= ftz 7. Windows Description Area c. WA R= ft a. U- Factor. Dbl, U =0.60 317.99 ftz SHGC: SHGC=0.60 11. Ducts b. U- Factor. WA ft2 a. Sup. Attic Rat: Attic AH: Interior Sup. R= 6, 225 flz SHGC: 12. Cooling systems c. U- Factor. WA ttz a. Central Unit Cap: 41 kBtu/hr SHGC: SEER: 14 d. U- Factor. WA ft2 13. Heating systems SHGC: a. Electric Strip Heat Cap: 34 kBtu/hr e. U- Factor. WA fe COP.1 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R =0.0 1760.00 ft2 EF: 0.9 b. WA R= fe b. Conservation features c. WA R= fP None 15. Credits Pstat •••••• •••••• Glass/Floor Area: 0.181 Total As -Built Modified Loads. 46.15 •. Ace Total Baseline Loads: 56.87 F ... I hereby certify that the plans and specifications covered by Review of the plans and ' • this calculation are in co ance with the Florida Energy sus covered by this . ` • • Code. calculation indicates compila ;• ` Q with the Florida Energy Code. 4 jQ4 of `. PREPARED BY: Before construction is complet` • • • DATE: Z this building will be inspected compliance with Section 553.9016 r a• I hereby ce rtify h bu!! as design is in pliance Florida Statutes. • • with the Florida E rgy Code. G'$p ,1�� OWNER/AGENT: BUILDING OFFICIAL: DATE: Z- D EC 7- vd DATE: ol y - Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory- sealed in accordance with N1110.A.3. - Compliance requires a roof absorptance test in accordance with N1 104A4. 12/18/0911:41 AM EnergyGauge@ USA - FlaRes2008 Page 1 of 5 PROJECT Title: Residence for Mshores LIC Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBulK Bathrooms: 0 Lot # Owner. Mshores LLC Conditioned Area: 1760 SubDivision: # of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Stmt: 186 NE 108 St Permit Office: Miami Shores Village Rotate Angle: 0 County: Miami -Dade Jurisdiction: 232600 Cross Ventilation: No City, State, Zip: Miami Shores, Family Type: Single - family Whole House Fan: No FL, 33158- New/Existing: New (From Plans) Comment: Florida Code Example CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 1 51 90 75 70 149.5 56 Low FLOORS # Floor Type Perimeter R Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 205 ft 0 1760 ft 0.2 0 0.8 ROOF / Roof Gable Roof Solar Deck �/ # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Flat tile/slate 1814 ft 0 ft Dark 0.3 Yes 2 14 deg ATTIC v # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1760 ft N N ; �. •; • � � 0000•• CEILING " .... . .. ...... # Ceiling Type R Value Area Framit fil: ' Truss Typo 0 0.0 1 Under Attic (Vented) 30 1760 ft 00M *a • • - • Wood • • • • • 0000 • •• WALLS ' 00 00 . •00• # Omt Adjacent To Wall Type R Value Area Rh da ue • F%Mff' • • •: • 1 N Exterior Concrete Block - Int Insul 4.1 495 ft :2 • e : • • • indf 000 09 2 S Exterior Concrete Block - Int Insul 4.1 495 ft 2 * 0,:-- 0.4 3 E Exterior Concrete Block - Int Insul 4.1 427.5 ft 2 0 0.4 4 W Exterior Con&ete Block' =1nt Insul 4.1 427.5 ftz 2 0 0.4 12/18/0911:41 AM EnergyGauge® USA - FlaRes2008 Page 2 of 5 FORM 116OA -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 186 NE 108 St PERMIT* Miami Shores, FL, 33158 - INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106AB.1.1 Maximum: .3 dm/ .ft. window area; .5 .ft. door area. Exterior & Adjacent Walls N1106AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windowstdoors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations, between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors N1106AB.1.2.2 Penetrationstopenings > 118° sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets seated to continuous air barrier, gaps in gyp board & top plate; attic access. ✓ EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106AB.1.2A Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a sealed box with 10 clearance & 3° from insulation; or Type IC with a 2.0 dm from conditioned space, tested. Multi-story Houses N1106AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts N1106AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space;,,,;, heaters comply with NFPA, have combustion air.• • • "": • OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) • • •; • • 0 • • "' "` COMPONENTS SECTION REQUIREMENTS .. • CHI'sCI * Water Heaters N1112AB.3 Comply with efficiency requirements in Table N11 6. Switch • • 0 * 0 or dearly marked circuit breaker (electric) or cutoft'{$as)4rnust 10 • , • pro vided. External or built in heat required. . • • • • • "" ' Swimming Pools & Spas N1112AB.2.3 Spas & heated pools must have covers (except s,$ &F Mad). • � � � , Non- commerdal pools must have a pump timer. Gas spa & pod • • • , , heaters must have a minimum thermal efficiency (V 78;x. 00 • • • • • • Heat pump pool heaters shall have a minimum COP bf 4 Shower heads N1112AB.2.4 Water flow must be restricted to no more than 2.5 gallons per / minute at 80 PSIG. Air Distribution Systems N1110.AB All duds, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in v' accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104AB.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both N1102.13.1.1 sides. Common ceiling & floors R -11. ` 12/18/0911:41 AM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 81 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single - family a. Concrete Block - Int Insul, Exterior R=4.1 1845.00 ft b. WA R= ft 3. Number of units, if multiple family 1 c. WA R= ft 4. Number of Bedrooms 3 d. WA R= ft 5. Is this a worst case? No 10. Ceiling Types insulation Area 6. Conditioned boor area (W) 1760 a. Under Attic (Vented) R =30.0 1760.00 ft b. WA R= ft 7. Windows Description Area c. WA R= ft a. U- Factor. Dbl, U =0.60 317.99 W SHGC: SHGC =0.60 11. Duds b. U- Factor. WA ft2 a. Sup: Attic Ret Attic AH: Interior Sup. R= 6, 225 W SHGC: 12. Cooling systems c. U- Factor. WA ft a. Central Unit Cap: 41 kBtuthr SHGC: SEER: 14 d. U- Factor. WA fe 13. Heating systems SHGC: a. Electric Strip Heat Cap: 34 kBtuthr e. U- Factor. WA fe COP: 1 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 50 gallons a. Slab-0n -Grade Edge insulation R=0.0 1760.00 fI2 EF: 0.9 b. WA R= fI2 b. Conservation features c. WA R= ft None 15. Credits Pstat 1 certify that this home has complied with the Florida Energy Efficiency Code for Building 00 • Construction through the above energy saving features which will be installed (or exceeded) • • • : • • . 8 • in this home before final inspection. Otherwise, a new EPL Display Card will be completed • " "' �',, a�Aa,.� •; based on installed Code compliant features. Builder Signature: Date: t9 • •• • Address of New Home: City/FL Zip: "• • • *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487 -1824. **Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 Residential System Sizing Calculation Summary Mshores LLC Project Title: Code Only 186 NE 108th St Residence for Mshores LLC Professional Version Miami Shores, FL 33169- Climate: South 12/18109 Location for weather data: Miami - Defaults: Latitude(25) Altitude(11 ft) Temp Range(L) Humid' data: Interior RH 50% Outdoor wet bulb 77F Humidity differen 5 r. Winter design temperature 50 F Summer design temperature 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 15 F Total heatIna load calculation 25004 Btuh Total cooling load calculation 39469 Btuh Submitted heating capacity % of calc Btuh Submitted doling capacity % of calc Btuh Total (Electric Strip) 136.0 34000 Sensible (SHR = 0.70) 91.8 28700 Latent 150.2 12300 Total 103.9 41000 WINTER CALCULATIONS Winter Heating Load for 1760 scift) n%) Load cornDo Load Window total 318 sgft 8076 Btuh lf&(13%) IlUngs(4 ndGMO2 %) Wall total 1845 sgft 5474 Btuh Door total 20 sgft 216 Btuh D %) Ceiling total 1760 sgft 1121 Btuh Floor total 205 sgft 4838 Btuh Infiltration 145 cfm 3198 Btuh Duct loss 2081 Btuh FkMMV9%) Subtotal 25004 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS I 25W Btuh SUMMER CALCULATIONS '••' a •. 0 Summer Coolin Load for 1760 • "• •' : • ' • • •' • Load compo nent Load " "" ' • • •' • Window total 318 sqft 16104 Btuh . • "' • • Wall total 1845 sgft 5282 Btuh + • • •: ' • • • • se • Door total 20 sgft 324 Btuh Ana hdemag4 %) s e e ** • '. • • • • • • • •; • Ceiling total 1760 sgft 1625 Btuh IntO °) . • • • Floor total 0 Btuh + • • • • " "' Infiltration 136 cfm 2246 Btuh %) • •' •'' i • • •. i Internal gain 2420 Btuh Duct gain 2528 Btuh ••" Sens. Ventilation 0 cfm 0 Btuh Total sensible gain 31279 Stuh Latent gain(ducts) 1123 Btuh Latent gain (nfiltration) 5368 Btuh Latent gain(venfilation) 0 Btuh ncarsv%) Waits¢t3 %) GeiBngs(4 %) Latent gain(intemal/occupantstother) 1700 Btuh Total latent gain 8191 Btuh TOTAL HEAT GAIN 39469 Btuh EnergyGai I Sys qu Version 8 PREPARED Z (7 l^ e- Z00 For Florida residences only DATE: EnergyGaugeO FLRCPB v4.5 FAN —COIL oa AnoN arm Btoa Ir ate. oA�A Yom . we log vain mm wa tar , AM waWAC. c� ua. o n cm. AMU —i (N) 1600 41.0 28.7 67 80 230 1 10 44 60 GOODMAN ARUF374316 318 718 1 CONDENSING UNIT =1(N) '• W. tuwn ICx OrCfA oa�oNM Yom AMPS � Mme. sea: AVA SUM 41.0 95 230 1 21 30 GOODMAN GSC 14Q421 A 14.0 SHOWN • •• • • • • ••• • •s s • ••• ••• ••• ••• • • • • ••• • • • •• •• • • • •• •• /'1CCU A TE • i P• • 5 • RYEYORS, l N C. TEL. (954) 782 -1441 1150 E. ATLANTIC BLVD. • POMPANO BEACH . ... FAX. 954 782 -1442 FLORIDA 33060 L.B. #.305 SHEET 1 OF 2 C ) TYPE OF SURVEY: BOUNDARY .• • 0 0 • :: JOB NUMBER: SU -09 -1737 • . • • LEGAL DESCRIPTION: LOT 1, BLOCK 209 OF DUNNING'S MIAMI SHO • S • • ••• ••• •• Fd� �X�"f�I�IQN 5, •yCCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 48, AT PAGE 21, OF TJIC P jt�gpRDS pF MIAMI -DADE COUNTY, FLORIDA ADDRESS: 186 NE 108TH STREET MIAMI, FL 33161 FLOOD ZONE: X BASE FLOOD ELEVATION: N/A CONTROL PANEL NUMBER: 120652 - 0093 -J EFFECTIVE: REVISED: 3/2/1994 LOWEST FLOOR ELEVATION: SEE SURVEY GARAGE FLOOR ELEVATION: SEE SURVEY LOWEST ADJACENT GRADE: SEE SURVEY HIGHEST ADJACENT GRADE: SEE SURVEY REFERENCE BENCH MARK: SEE SURVEY CERTIFY TO: 1. MSHORES, LLC 2. 3. 4. 6. 6. N OTES: 1. THIS SURVEY CONSISTS OF A MAP AND A TEXT REPORT. ONE IS NOT VALID WITHOUT THE OTHER. E A < 2. OWNERSHIP OF FENCES AND WALLS IF ANY, NOT DETERMINED. 3. THIS SURVEY IS MADE FOR THE EXCLUSIVE USE OF THE CERTIFIED HEREON. TO BE VALID ONE YEAR NOT VALID WTH FROM THE DATE OF SURVEY AS SHOWN HEREON THE SIGNATURE AND p CBNTRnLANGLE c� LEGEND OF ABBREVIATIONS THE ORIGINAL RAISED sNCx - arICH. SEAL OF A FLORIDA A + ARC LENGTH .-F �. m MEASURED LICENSED SURVEYOR CB - CHORD BEARING - ELEVATIONS BASED ONN.G.V.D. MAINE. _ hdAINTENANCS LP ° LIGHT POLE AND MAPPER. It - RADIUS SQ. FT. - SQUARE FRET E.C.R. - BROWARD COUNTY RECORDS CONC. CONCRETE R/W - RIGHT OF WAY P.C.P. PERMANENT CONTROL POINT D.C.R. - DADS COUNTY RECORDS D.B. - DEED BOOK C. P. - POINT OF CURVATURE P.B.C. PALM BEACH COUNTY RECORDS P.H. PLAT BOOK - CLF CHAIN LINK F NCE - P.T. - POINT OF TANGENCY P ° PLAT O.R.B. ° OFFICIAL RECORDS BOOK WF WOOD PENCE WM - WATER METER N&D - NAIL &DISC F.F. - FINISHED FLOOR BLVD. - BOULEVARD OH - OYMUTANO P.O.C. ° POINT OF COMMENCEMENT GAR GARAGE AD - ASSUMSDDATUM N ° NORTH P.O.B. - POINT OF BEGINNING ELEC. ° ELECTRIC LP.. IRON PIPE S - SOUTH A/C - AIR CONDITIONHR SEC. + SECTION I.R. BION ROD S - EAST FND. - FOUND TWP. - TOWNSHIP P.R.M. _ .PERMANENT REFERENCE MONUMENT W - WEST CHATT. - CHATTAHOOCHEB ROE - RANGS N.G.V.D. . NATIONAL GEODETIC VERTICAL DATUM B.M. - BENCHMARK STA. - STATION C!L - CENIBRLAIS U.B. ° UTILITY BASSMENT FH — FIRE HYDRANT F.P.L. FLORIDA POWER & LIGHT MH + MANHOLE D.B. - DRAINAGE RANKME T ola — OFFSET HLEV. ELEVATION R4MT. — EASEMENT A.B. - ANCHOR EASEMENT 1150 E. ATLANTIC BLVD. POMPANO BEACH • • :Ab t?fiE LAND SURVEYORS, INC. TEL (954) 782 -1441 FLORIDA 33060 LB. _ J3635 - FAX. (954) 782 -1442 SHEET 2 OF 2 • • • • • 0 41 • • • • • . • • C--1 L1-= 89'48'45" NW NE •• .. • ••. •• R= 25.00' ....... A =39.19' W E ••• 0 0 ••• i i i•• ••• Sw SE 7.67'. 7.70' — 7.77' �.. •.:. s1 BM' '. :. •• N. 108TH STREET 7.83 .. 75', RIGHT �. WAY: 7.40' S :1T ASPHALT ROADWAY Y 44: , 7.50' ASPHALT 7.39' SET 1/2* : a °`.' IRON ROD 4 7.33' 7.80 ' 8.43' (� & CAP \7.49 ' • 7`7.00' s. 4' CDNC. w LB 3635 • . o • •• F IRON PIP 50.08' �FOUNO 1 /a° e �y NO I.O. e�. 7.48 IRON � co `� •� 7.69' 7.92' 0.18' –E x —x PLANTER . ' ..... , ... 43.10' ::::::::. ::::::: FOUND 10.07' b :::::::: " ............ . ..... .. .. .... ° 1/2» IRON PIPE 7.92' 7.78. :- 11 . .....::::: LOT :1'::::.::::'::'::::::':: NO I.D. :. BLOCK 209:'::.*.*.'::... ...1 S14M _ ........GARAGE ELEV 7.7T ; :.........:: :': :. :::::. 10.03' a :. .':.':.......: ..Z w.: ... .. • z 16.20 M LOT 2 N .. L ...LL 1.53' —w : •. �1N BLOCK 209 CA L�LLLLLLLLLLL 0o t� N _ w z go 9.08' W ; > D LLLLLLLLL CO V 1 LL LLL 8.23 Q N 7.7T ; ' : j > L LL LLLLLL X 0 ' �j Z 0.26' 9.962 16.4{1' :.: :. :.:. LLLLL 4 e g' .. {• C 7.70' 7.67 ` . ` m 8.38' d 6.69' 4 I in 1 762 et ' 7.35' FENCE , 5' CHAINLINK 1.20' —w, CORNER FENCE Z 7.89 ° O.BO' –W 0.15' -N 5' CHAINUNK � FENCE- �O. /r - --x —i- fir-- x— x— x —xx— x —x 40.00'•. ' STE BM FOUND 1/2 •.FOUND 1/Y IRON PIPE 8a2. 75 • ��': 7.5ir • IRON PIPE NO LD. t :'� NO I.D. I.D. 7.9 �.. $et 11' ASPHALT ROADWAY 7.9r (TYPICAL ELEVATION) , .. 20 O 10 2 0 GRAPHIC SCALE 1 ° =20' 1. UNLESS OTHERWISE NOTED RED MEASUREMENTS ARE IN AGREEMENT WITH REc oRD MEASUREMENTS. CERTIFICATION• 2. BEARINGS SHOWN HEREON ARE BASED ON A BEARING OF N/A 3. THE LAMS SHOWN HEREON WERE NOT ABSTRACTED FOR OWNERSHIP, THIS IS TO CERTIFY THAT I HAVE RECENTLY SURVEYED THE PROPERTY >G A R IGH S�-OF –WAY, EA ITS, OR OTHER MATTERS OF RECORDS BY DESCRIBED W THE FOREGOING TITLE CAPTION AND HAVE SET OR FOUND ACCURATE LAND SURVEYORS, INC. MONUMENTS AS INDICATED ON THIS SKETCH AND THAT SAID ABOVE NOT VALID WITHOUT 4. OY6IER5HIP OF FENCES AND WALLS IF ANY NOT DETERMINED. GROUND SURVEY AND SKETCH ARE ACCURATE AND CORRECT TO THE & THIS DRAWING IS THE PROPERTY OF ACCURATE LAND "VEfOK INC. AND SHALL NOT BEST OF MY KNOWLEDGE AND BELIEF HER CERTIFY THAT THIS THE SIGNATURE AND I FURTHER BE USED OR REPRODL=ED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION SURVEY MEETS MINIMUM TECHNICAL STANDARDS UNDER RULE B1G17 -6 T O RIGINAL RAISED 6. ELEVATIONS SHOWN HERON ARE BASED EX ASSUMED DATUM. FLORIDA ADMINISTRATIVE CODE, ADOPTED BY THE FLORIDA BOARD OF LICENSED SURVEYOR 7. THIS SURVEY CONSISTS OF A MAP AND TEXT REPORT. ONE IS NOT YAUD WITHOUT THE FLORIDA MAPPER. OTHER. LAND SURVEYORS, MAY 1995 & THIS SURVEY IS MADE FOR THE EXCLUSIVE USE OF THE CERMM HEREON, TO BE VALID ONE YEAR FROM THE DATE OF SURVEY AS SHOWN REVISIONS DATE BY ROBERT L THOMPSON (PRESIDENT) UPDATE SURVEY SU-09 -3003 12 -21 -09 AL /MLW PROFESSIONAL SURVEYOR AND MAPPER NO-3869 – STATE OF FLORIDA DATE OF SURVEY DRAWN BY CHECKED BY FIELD BOOK 08 -06-09 AL MLw 09 -1737 SCALE 1 " =20' NUMSM SU -09 -1737 : ci t y • f r; s • • ii s y �'' •is•• fi••f• t mi S,, Wla �e aPPP OVED BY DATE 'OP.'!NG DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 0 1 -d' SPECIALTY ENGINEERING CONSULTANTS, Inc. DADE - BROWARD -PALM BEACH Calculations performed and reviewed by rA Gary McDougle, PE FL PE #56214 FL CA #09217 MIAMI SHORES LLC MIAMI SHORES, FL CALCULATIONS FOR C. DAVID MORTON, AIA .... . . • • • • •••• •••• ••••• •••••• ••• • ••••• •• •• •• •••••• lol� SPECIALTY ENGINEERING CONSULTANTS, Inc MODEL C,tNF+� I� i .tit 6t o,' e5 �- L C 1599 SW 30th AVE., SUITE #20 y� CLIENT BOYNTON BEACH, FL 33426 LOCATION z FL. CA. X009217 y ,c D ACULATED BY 561 - 752 - 5440 OFFICE 561 - 752 - 5542 FAX ou! SL .... i 1 d ''. `...... ..o...... ....5 .o.... .... ... .. ......p., .. ..... a t .... }._.._.. _ ..... ._.... _..... .. i r d _ ....... t V7 r y w tgy �.hba ..... .... ... . ............ .... ...: .. .. ....... ..._.. .. ... ....... ........ .. ... _�.. ..u... .._. ...... ._..... i I 4 . ... ..... . . ....... ..... .. ...... . ..... . ... .. ... .. .... ... . - . ..... 1 . . ........ a ' 1 ') :. .. ......... _.... .. _...__. ... ...... ...... . __._ ... .. .. . ... ... ,........ .. • •• ........E �..., _ • 9 • • BeamPro - version (6.4_S - 32 bit) awy MCDouOWIR 8 md* Engk, m ng Wmu m% InL l619 SW 30th Ave., Sufte 20 BM314 FL 334M 5000.00# (661) 162-$440 FL PEA x 6214 FLW00821T 25.00#Af 11.20 v= 3354.3 v= 1925.7 3354.29 v. W - 1925.71 13217.14 M MA D .. � Gn) 0000 00#0 ••es ...• •..•.• -0.2065 • • • INPUT FILE NAME �__> \ \Spec \server \Design 2008 \ProjectsWlorton \Miami S;oreg LLC \vuoo, ♦ � • � F -___> 9/29/2009 9:41:21 AM • •' • 00 : " ": Based on SRO Grading Rules SOUTHERN ! R EFERENCE DESIGN VALUE and val A National in pounds per square n (p .t J t ►• +p � t ®• Based on Normal load Duration and Dry Service (MCA 79%) — See Tables A -1 thruA -4 forAdjustmont Factors Size Grade Tension Shear Compression Compression Modulus Parallel Parallel Perpendicular Parallel of Bending to Grain to Grain to Grain to Grain ElaWcityf 5 Fb F F F c.L F E E mIn mm uses M U Z'to 4 Dense Select Structural.. 2150 2470 1200 175 660 2000 1,900,000 690,000 thick Select Structural........ 2050 2360 1100 175 565 1850 1,800,000 660,000 NonDense Select Struc... 1850 2130 950 175 480 1750 1,700,000 620,000 1ff' No.1 Dense............ 1450 1670 775 175 660 1750 1,800,000 660,000 No. 1 .................. 1300 1500 725 175 565 1600 1,700,000 620,000 Includes: No.1 NonDense........ 1200 1380 650 175 480 1500 1,600,000 580,000 2X10 No.2 Dense............ 1200 1380 625 .175 660 1650 1,700,000 620,000 3X10 No.2 .................. 1050 1210 575 175 565 1500 1,600,000 580,000 4X103 No.2 NonDense........ 950 1090 550 175 480 1400 1,400,000 510,000 No.3 and Stud......... 600 690 325 175 565 850 1,400,000 510,000 2" t o 4" Dense Select Structural.. 2050 2360 1100 175 660 1950 1,900,000 690,000 �� Select Structural........ 1900 2190 1050 175 565 1800 1,800,000 660,000 NonDense Select Strue... 1750 2010 900 175 480 1700 1,700,000 620,'000 12" W de' No.1 Dense............ 1350 1550 725 175 660 1700 1,800,000 660,000 No. 1 .................. 1250 1440 675 175 565 1600 1,700,000 620,000 Includes: No.1 NonDense........ 1150 1320 600 175 480 1500 1,600,000 580,000 2X12 No.2 Dense............ 1150 1320 575 175 660 1600 1,700,000 620,000 3x12 No.2 .................. 975 120 550 175 565 1450 1,600;000 580,000 4X123 No.2 NonDense........ 900 1040 525 175 480 1350 1,400,000 510,000 No.3 and Stud.......... 575 660 325 175 565 825 1,400 510,000 (1) Moisture designations KD, K019, 015, S -DRY, MC15 and MC19 all have Identical design values. (2) Repetitive member uses apply to joists, truss chords, ratters, studs, planks, decWng or similar members which are in oontact or spaced not more than 24" on center, are not lees than three (31 in number, and are Joined by floor, roof or other load distributing elements adequate to support the design load. The Repetitvo Member Factor, C =1.15, has been Included In the listed Repetitive Member Use design values. (3) For lumber 4' thick and 8' or wider, multiply the N value by C =1.1. (4) For lumber wider than 12", multiply these 12' width values by CF =.90 for Fb, Ft, and F values. (5) Modulus of Elasticity, E is an estimate of the average for the species and grade of materia4 E represents an app oximate 5% lower exclusion value on pure bending modulus of elasticity, plus a 1.66 factor of safety, and Is used for beam and column stability mlculatlons. t ^ t m d • l' Based on Normal Load Duration and Dry or Wet Service -- See Tables A -1 and A -3 for Adjustment Factors Size Grade Tension Shear Compression Compression Modulus Parallel Parallel Perpendicular Parallel of Bending to Grain to Grain to Grain to Grain Elastil Fbt Ft Fv Fa1 F E : • • • •4rnln • • • 0000•• Mambar uses • • • • • • • • Dense Select Structural...... 1750 1200 165 440 11 64; • 1,600,004 •'980,000 • • • • • • Select Structural ............ 1500 1000 165 375 gme • • 0 1,500,000 0'350,000 • • �r' J" 0000•• No.l Dense ................ 1550 1050 165 440 a ?S 0 0 .1,600, 001 • %%9,000 • • and larger No.I .. 1350 900 165 375 823 1,500,004 • 4 350,000 • • : 0 . 0 No.2 Dense ................ 975 650 165 440 619 • • Z 300,056 0 .47 ,000 • • • • • No.2 ...................... 850 550 165 375 M5 • • 1,200,000 At),000 0 0 • •; • •••••• • • • (1) When the depth, d, of a timber exceeds 12 °, the tabulated ban • P ding design value, Fb, shop be mWtipged by the size fectdf: • • O f 2 vs where d is the actual depth of the member. • • • 0000 • • • • • • • • • ^� d/ • • • 0.0000 (2) Modulus of Flastldty, E is an estimate of the average for the species and grade of material. E represents an apprcwnW 5% I&w exdutn V150% pure • • bending modulus of elasticity, plus a 1.66 factor of safety, and is used for beam and column stability calculations �uuthern Pine Council SWHERMPIAtBl/SBfihff ' WwW.southempine.com 2009 Edition i Qary McDcwle, P 8padalty Englneedng g Con� itant, Inc. 1599 SW 30th Ave., Suite 20 Boynton ftach, FL 33426 (561) 752 -6440 FL PE# 056214 FL CA# 009217 N O 0 Ln 4 fJ tom, p / H �' l ,fi �, .�°� • • • • • : • •• • 0000 • ••0• 60 0000 •0000• ••000• yy 0000 0000 • • C{ �GC `�$ '�k� { n J °'". C ��•••�• • a �• 00.09 • • • • •• •• •• 0000•• •••••• • 9 • • • •090 0.000• { • • • • • 0000 • • • • 0000•• •• • •• • • • 0000 Al �� OO, Mary+ McDougle, PE Spedaiky+ Engineering Consultant, Inc. 1599 SW 30th Ave., Sutte 20 Boynton Beach, FL 33426 (561) 762 -6440 FL PE# 066214 FL CM 009217 1' -0" 1" N o L 0 12x 10x 1 /4" STEEL ` 0 .... .... . . 2 r •• .• .. •.•••. r � • • • • - MIAMI -DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADS FLAGLER )BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Hilti, Inc. 5400 S. 122" East Avenue Tulsa OK 74146 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: Kwlk Bolt 3 Concrete Expansion Anchor. APPROVAL DOCUMENT: Drawing No. 543- 003 -C, Sheets 1 of 1, titled "Hilti Kwik Bolt 3 Mechanical Expansion Anchor for Concrete and Masonry Elements" dated 11/12198 with last revision on 10 /31/06, prepared by T. E. Lunn PE Engineering, signed and sealed by T. E. Lunn PE, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance (NOA) number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None ]LABELING: Each unit or box shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved or MDCPCA ", 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:FailU to ccRuply • • • •; • with any section of this NOA shall be cause for termination and removal of NOA. 00 000000 0000 0000.. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Flp44. pd followed by • the expiration date may be displayed in advertising literature. If any portion of the NOA is dispaeyed, theRA shall ; • • • •; b-; done in its entirety. • • •. 0000 0 0 0 ..... INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactur8 4flU distrib' dtb�s;.* 0000* • and shall be available for inspection at the job site at the request of the Building Official. ” 00 • • • • 0 • This NOA consist of this page 1, evidence page as well as approval document mentioned above:': ' 0 '. 000 . The submitted documentation was reviewed by Cand' F. Font, P.E. • 0000.. 0000 X9rNQ 06.0810.V. • • • • ° _ !� �► d�` Expiration Date: December 28,1&1. • Approval Date: December 28, 2006 Page 1 Hilti, Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS: I. Drawings prepared by T.E. Lunn PE Engineering, titled "Hilti Kwik Bolt 3 Mechanical Expansion Anchor for Concrete and Masonry Elements "; Drawing No. 543 - 003 -C, dated 11/12/98 with last revision on 10131/06, sheet 1 of 1, signed and sealed by T.E. Lunn PE. B TEST: Laboratory No. Test Report, Date. Signature 1. CEL 51792C ASTM E488 05/22/06 L.W. Mattis PE. 2. STTS 99- 051101 ASTM G85 Annex 5 08/25/05 M. Mosbat PE. C CALCULATIONS: N/A D QUALITY ASSURANCE. 1. Building Code Compliance Office. E MATERIAL CERTIFICATIONS: N/A F STATEMENTS: 1. No interest letter issued by T.E. Lunn on 07/20/06, signed and sealed by T.E. Lunn, PE. 2. Code compliance letter issued by T.E. Lunn on 07/20/06 signed and sealed by T. E. Lunn, PE. . . . . ...... •••••• .... .... . . ... .... ..... . .... ... . ..... J • I L I • • • • Candlidlo.1 on%Pa• •••••• Senior Productq-CoV41 Exai;har • • • 96 NoQ&08j4.p'• • • • • Expiration Date: December 28, WA • • Approval Date: December 28, 2006 E -1 DESCRIPTION: ENGINEERING b mtmsruu "x HILTI Kwik Bolt 3 is a stud type expansion anchor with a single piece wedge pAUtBEM1CHONUENS tL },,,, which expands in concrete and CMU when torque is applied. the are supplied u q PP y pp Anchor Fracture Diameter (in.) Load (lb) w p with a nut and washer. t 1/4 2,900 3/8 7,200 1/2 1 12,400 V _ 5/8 19,600 Vol 3/4 28,700 V MATERIAL CHARACTERISTICS: DESIGN VALUES: 1 " carbon steel studs, conform to AISI 11 L41. HILTI, INC. j Nuts are carbon steel conforming to ASTM A563 Grade A Dia. Min. Embed. 3000 psi CMU Grouted 5400 S 122nd E Ave and meet dimensional requirements of ANSI 818.2.2. (in.) (in.) Tension Shear Tension Shear Tulsa, OK 74146 Washers are made from carbon steel conforming to ASTM F844 and meet dimensional requirements of ANSI 18.22.1 Type A plain. 3 1/4 2 623 458 _ _ 8 2 -1 2 1355 1460 e 780 1155 All 3/8', 1/2 ", 5/8 ", and 3/4" wedges are made from carbon steel 1/2 3 -1 2 2185 2343 905 1723 All 1/4" and 1" wedges are made from stainless steel. 5 8 4 2870 4885 1295 1723 3 4 4 -3 4 566b 1 HILTI KWIK BOLT 3 1 6 4OU0 VZU — — MECHANICAL GENERAL NOTES: EXPANSION ANCHOR 1) Design values in pounds are equal to ultimate load FOR CONCRETE divided by 4. AND MANSONRY 2) Edge distance shall be 1.75 times the minimum Anchor Installation is Allowed in all Non - Shaded Areas ELEMENTS embedment for tension and 3 times the minimum M embedment for shear. Anchor center to center distance shall be 3 times the minimum embedment. REVISION DATE: 31 -10 -06 3) Anchor installation shall be made in accordance with DATE: 11 -12 -98 DRAWING• 543 -003 —C Hilti's published installation instructions in the Product " = 1" Technical Guide. Limit one anchor per cell. SHEET 1 HEET N 1 1 1 1 4) Anchor installation in grouted concrete masonry units require a minimum 12" distance and 8" spacing. Limit one anchor per cell. FOR OFFICE USE Avoid installation within 1 -3/8" of any vertical mortar oint. • • •Sed • • • • dF �x+wtac • • • • � ✓i'y�4EFF.uSY LZ 5) Values shove age :fat LT.r : �e through the anchor M z body. • • • • . • • • • cearmr 6) When Us ear plane is • acfnl * through the anchor Mortar Joint 1 -3/8" � threads, reduce the shear by 10 %. Concrete Masonry Unft i 7) Whirl the shear plan � ea is acting through the anchor 1 -3/8" (Grouted) thieadsA raluce the ahr b}r. • 8) W$8P. t$e;sfwar jorjp js pc:n4 though the anchor FIG.1 threads! reduce :Lfle Shear b?,20 %.: • i i ••• • • • • ••• • • i \45Pec1swve1Dasa9n 2008\ProIcts\MortonOtiwW Shores LLCWS -BUILT H- KM- m&_SP:r -dwg, 9/251 =10:40:40 AM Gary McDougle, PE Specialty Engineering Consultant, Inc 1699 SW 30th Ave., Suite 20 Boynton Beach, FL 33426 (561) 762 -5440 FL PE# 056214 FL CA# 009217 Vr ED I rn i I 1 o t Z _ O -c °q I 1 I I � I I � 1 o I 0 I 2 I n v o I I I � m I I I I I 'Vp ,. / I I I 1 ws , , am ILA pp 1 —.-. - -- - - -- 11 1 •• .• z • • • � •••••• I • r • •• . I •' • S 0 a • • ♦ I I ••••• „ ,v wnw �r � •�• i i \\Spec\wver \Desi9n 2008\ProjectsV4ortonV41ami Shores LLL%S-BLaLT F"PLAM-W $PMdM 9/25n= 10.44M AM Gary McDougle, PE Specialty Engfneedng Consuftent, him 1599 SW 30th Ave., Suite 20 Boynton Beach, FL WM (561) 752 -5440 FL PE# 056214 FICA# 009217 - - -- ------ — — — — — — — — -- — — — — — — — — — — — — I I I � i I o I Z 1 1 C 1 O iL m 0 fi4 I m � I I 1 74 I Y I 1 I e I I I 1 I I � I I O p d i r c O i m I 1 I I 1 I t y & .! I - D I I i �G i !" I I r I ------- 7-1-t --- I--- 5 Ilk �.o •• • • •• • • f� i N, L ®`/ BeamPro - version (6.4_S - 32 bit) Gary McDougle, PE SAeclalty Engineering Consultant, Inc. 1599 SW 30th Ave., Suite 20 Boynton Beach, FL 33428 (561) 752 -6440 FL PE# 056214 FL CA# 009217 25.80#Af 23.00#/If 25.00 v= 313.8 v= 296.3 313.75 V ( #) - 296.25 1907.73 M (ft-#) • D f ina • 0000• 0000 ...•.. 0000.• 0000 0000 • • 0000 0.0• 0000. -0.3220 • • 0000•• ••• • 0000• •0 •0 •• 000000 •00.0• • • • INPUT FILE NAME = = = => \ \Spec \server\Design 2008\Projects\Morton\Miami Stores• �LC\t16.% •' 0 •. • 0 DATE -___> 9/25/2009 10:44:27 AM • • • • * • • COMMENTS r BeamPro - version (6.4_S - 32 bit) Gary McDougle, PE Specialty Engineering Consultant, Its. 1599 SW 30th Ave,, Sutte 20 Boynton Beach, FL 33428 (561) 752 -54413 FL PE# 056214 FL CA# 009217 35.50#11f 25.50#Af 16.50 v= 272.3 v= 231.0 272.25 V ( #) - 231.00 1043.94 M MA • • • D • '()• • • •..• ..•• • . -0.0764 •••••• ••• • ••i•• •• •• •• •••••• • •••• •••••• INPUT FILE NAME ____> \ \Spec \server\ Design _2008 \Projects \Morton \Miami Sh ;re 1 • CV2.8b•••• :....0 DATE ____> 9/25/2009 11:01:55 AM • • • . • • • • COMMENTS —___> •••• Masonry Connectors = M ® i ., The Hurricane Tie series features various configurations V of wind and seismic ties for trusses and rafters. 1 o Presloped ® ti The H10S provides a high capacity connection from R at s/ truss /rafter to wall. Also suitable for wood -to -wood Pitch of applications (see page 156). 3:12 to m 7:12 Is The HM9 is designed to retrofit roof trusstrafters for block ° ° acceptable �. , m,; Wle o construction. The HM9 hurricane tie provides high uplift and ° lateral capacity using Simpson Strong -TWO concrete fasteners. The presloped 5:12 seat of the H16 provides for a tight fit and reduced deflection. The strap length provides for various H10S Itg� u °`'a truss heights up to a maximum of 13 Minimum heel ; ; „ r L—� g° height for H16 series is 4". °• _ ° The LTA1 develops high uplift and lateral loads at a o , ° °,° HM9 minimum heel height. The side tabs act as a locator In the' block and the four embedded hooks allow for higher loads °° °° •ob �° a g with a relatively shallow embedment. 3 MATERIAL: See table. s� FINISH: Galvanized; see Corrosion Information, page 10 -11. ®, 1 INSTALLATION: • Use all specified fasteners. See General Notes. (H16-2 similar) i 1 • Connectors attached using hex head Tden® screws.' 3 °�� m HGAM10 1 • Attach to grouted concrete block with a minimum one #5 rebar horizontal in the course.l • Hurricane Ties do not replace solid blocking. CODES: See page 12 for Code Reference Key Chart. 9 3K LTA1 �e U.S. Patent 6,560,943 DF /SP SPF /HF �astoners tx + Al Loads Allowable Leads Code Model Qe To Lateral Lateral No. Rafters/ . To TO Up[ift4, 160 - Uplift, ( 1 0) Ref. CMU Concrete Truss (160) Fi F2 (160) F1 F2 HM9KT 18 1a/ts 6 4- SDS� /4x1lh 5*4x2Y4Titen 5- /4xl%Titen 595 425 200 5 425 200 F27 : HGAMI0KTA 14 — — 4- SDS� /4x1'h 4' /ax2 4- Y4x1 850 1005 1105 610 725 795 H10S 18 1-7. 11% 8 -8dx% 2-W Titen HD 2 Titen HD 1065 — — 915 — — iP1, F25 LTA1 18 — — 12- 10dx1'h Embed Embed 1420 485 1425 1220 415 1225 H16 18 1% 18 `.210dxIW 6-" /4xZYaTden &%xl%Then 1470 — — 1265 — — H16S 18 1 -.2- 10dxilh. .64Y4x21WTiten 6- Y4x144Titon 1470 — — 1265 — — F26 H16 -2 18 31/4 18 2- 10dx1 6- 14x2Ya T'den 6 Titen 1470 — — 1265 — — HI -2S 18 3Y 11 21Odx1 h 6 Yax2Y4 Titen 6- Y4x1 /a Titen 1470 — — 1265 — — 1. Loads have been increased 60% for wind or earthquake loading with no further c Increase allowed; reduce where other loads govern. ° 2. Allowable loads are for one anchor. A minimum rafter thickness of 2W must be used when �t framing anchors are installed on each side of the joist and on the same side of the plate. k k W 3. The HM9KT and HGAMIOKTA are kits packaged with Simpson Strong Tien Strong - Drive• screws (SDS) and 2Y4' and 2 Tften® screws respectively. (1%°71ten screws for FZ a r " ,, r •: • c concrete Installations sold separately.) ° < ° • • • • ; • Z 4. Minimum edge distance 1 using Titan screws. �, �? f° 5 ri us • a > 5. See page 139 for Titen screw information. A-1 e _' 3 `' • 6. Table allowable loads were determined using test ultlmatel3 or fastener calculation values. $ • • • • • �' • 0 7. Products shall be installed such that the Titen screws and Titan HD® anchors are • �' t` _ • • v not exposed to the weather.4r' ' ; - 8. HGAM10 F2 loads are for forces into the connector. See illustration 2 for loads • ! away from the connector. 5 � ° • • • •.. :; • !. Z� r �; ° • 9. NAILS: 10dxllh= 0.148° dia. x llh° long, Bdxl lh = 0.131° dia.x1 W long. � � � �•` ; • ***00 y See page 16 -17 for other nail sizes and information. Typical LTA1 installation • • .. ' 4 ' ' •; 0 z • y + u • • •. E •• •••••• typie 1i Moisture barrier ; • , inst an goo*** q p 4� Fy not shown (Typ•) • • • • • • • c i �l - ---. _._ •- ---_ -. _-1 K r • • a y a: `•F 1 `° y I 680 lbs. (DF /SP) y S•S. _ 530 lbs. (SPF) • o 45 Rebar 9 �+ 1• Min. #5 Rebar a Min. a #5 Reber Mtn. o H168 Installed ® HGAM10 Installed , C) HM9 Attaching Truss Into Masonry Into Masonry l.Q>��'^ to Masonry • '1148soaryConnectors " " • l �`� _ The N1TSM and HTSM offer high strength truss I Y 3 to masonry connections. t MATERIAL: MTSM -16 gauge; HTSM -14 gage FINISH: Galvanized. See Corrosion Information, Moisture barrier page 10- 11 .,,x" not shown INSTALLATION: • Use all specified fasteners. See General Notes. Typical • Installs with hex head TitenO screws. I MTSM20 �U4 ° R� 1 Installation • Attach to either side of grouted concrete block GYP with a minimum one #5 rebar horizontal. CODES: See page 12 for Code Reference Key Chart. #5 Rebar Min. ° Fastenersz CF /SP SPF /HF Allowsiww lateral ` Model L Allowable Uplift Loads' Allowable Uplift Loads! Loads (HF /$P /SPFJHF) Coda ka No. 1od 1odx1 104 10dx1 - , ' F1 F2 fief (,? E Truss CMU Concrete. g . (160) i (16Aj d1GA) MTSNII6 16 7 -10d 4 -/aX& Titen 4- Y4x1s/4 Titen 860 860 750 750 h . NITSNt201 20 7 -104 4- 7 /4x2 1 /4 Titen 4- Y4x1 Then 860 8 0 750 750 Pilot Hot HTSM16 16 8 -10d 4- Y4x2 4- 1 / 1175 1175 1020 1020 285 385 F27 HTSNI20 20 10 -10d 4- 1 /4x2 1 /4 Titan 4- Y4x1 1175 1175 1020 102Q � 8 � ®, 1 °Typ• 1. Loads have been increased 60% for wind or earthquake loading wi I no further I Ic s ed; reduce where other loads govern. req uired 2. Twist straps do net have to be wrapped over the truss to achieve the allowable load. L 3. Minimum edge distance for Titen screw is 1 W. R 4. See page 139 for Titen screw information. c1 t ' 5. Table allowable loads were determined using test ultimate/3 or fastener calculation values. T P( i MTSM20 MTSM16 6. Products shall be installed such that the Titen screws are not exposed to the weather. 7. Minimum I'm =1500 psi and f'c = 2500 psi. 8. Lateral loads apply when on the wall side Titen screws are installed into the first four hexagonal holes from the band line and on i, the trussirafter the first seven nail holes near the bend line are filled. Any other fasteners required can be installed in any open hole. h 9. NAILS: 100 = 0.148° dia. x 3' long.10dx1Yz = 0.148' dia. x 1 long. Sea page 16 -17 for other nail sizes and information. a . - - 1 1- t The MGT and HGT series are girder to downs for moderate to high load � applications that are typically installed prior to roof sheathing. The MGT 71P o wraps over the heel and Is anchored on one side of the truss. The HGT straddles the heel and anchors on both sides of the truss. The HGT is field C4 adjustable, making it suitable for trusses with top chord slopes up to 8:12. The HGT is available in sizes for 2 -, 3 -and 4 -ply widths. ea MATERIAL: MGT -12 gauge; HGT -7 gauge i FINISH: MGT— Galvanized; HGT — Simpson Strong -Tie® gray paint c INSTALLATION: • Use all specified fasteners. See General Notes. When the HGT-3 is used with a 2 -ply girder or beam, shimming is ie required and must be fastened to act as one unit. • Attach to grouted concrete block with a minimum one #5 rebar " 4 V; 11/4° 3'M(n horizontal in the top lintel block. • See page 160 for wood applications. • CS i CODES: See page 12 for Code Reference Key Chart. t • "•' • • • • • z • • • a _ _ _. _ ._ .. - - ---------- - - - - -- - - - - - -- U MGT ...NIP MGT14siathfton ....:. D.C. QF /SP SFF /HF * 00:00 • • • Fasteners • .... • Model Dim Allowable Allowable Code ! No. Between Concrete/ Glyder ppilft Loads Uplift Loads Ref: • * *0 • • , • • • • • • • • y I Anchors CMU (160) (160) MGT 3 — 1 -% 22 -10d 3965 3330 F26 3 /a dia washers required • j • • • • • • • o (not supplied) • SIN t R • �f91sture • • • • • • HGT 2 3 5 2 - 16 -10d 10980 6485 / y Qarri r • N HGT 3 4 7% 2 - 16-104 105$0 9035 F19 • • • r eat s�rowrt • o •.•••• f q° • e HGT-4 6 8 2 - 16.104 1 9,250 : 9250 'r �� ' �,.��� • • • •� 1. Attachad members must be designed to resist applied loads. 1, • 2. Minimum f'm =1500 psi and f = 2500 psi. C' t s ° t • • • 3. To achieve the loads listed for the MGT and HGT, anchorage into a 8° wide concrete tie -beam or grouted and reinforced CMU tie -beam can be made using Simpson Strong -Tie° SET Epoxy -Tian adhesive with a minimum embedment depth of 12° Vertical reinforcement may be required to transfer the loads per Designer. 4. . 4. Allowable loads have been increased 60% for wind or earthquake loading with �y � , Raw no further increase allowed; reduce where other loads govern. 1 Mtn. 5. Tna MGT can be installed with straps vertical for full table load provided all specified 1'he Crescent nails are installed to either a solid header or minimum double 2x6 web. washer HGT-2 Typical HOT-2 Installation 6. Table allowable loads were determined using tested lowest ultimate/3 or fastener supplied (HGT -3 and Into Concrete earculation values. and HOT-4 sim/lar) ' 7. NAILS: 10d = 0.148' dia. x 3° long. See page 16-17 for other nail sizes and information. required 146 Gary McDougle, PE Specialty Engineering Consultant, Inc. 1599 SW 30th Ave., Suite 20 Boynton Beach, FL 33426 (561) 752 -5440 FL PE# 056214 FL CA# 009217 Project Name: Miami Shore LLC ------------- - - - - -- --------------- - -- Location: Miami -Dade Co 0000 0000• •• By: G.McDougle, PE .. •• ; 0000 • • • Start Date: 9/25/2009 0000. • 0000.. 0000 6 000 0 .. 0000.. 0000 00•6 • 000. • Comments: 0000 0 ' 000 0 ...' 0 00000 .. 0000. .. 0000.. • 0000.. • . • 0000 0 0000•• • • • • � 0 0000 • • • 6 • •0060• 0600 ..\Morton\Miami Shores LLC \MiamiShores LLC.wls Miami Shore LLC September 25, 2009 ASCE7 -05 Local Information Win Dir. Ex posure Gary McDougle, PE Specialty Engineering Consultant, Inc. 1 C 1599 SW 30th Ave., Suite 20 Boynton Beach, FL 33426 2 C (561) 762 -5440 FL PE# 056214 3 C FL CA# 009217 4 C Basic Wind Speed: 146 mph Topography: None Optional Factors This project uses load combinations from ASCE 7. ...... ...... ...... .... ...... ...... Wind Loads on Structures 2005 -- [1.10] Copyright U 2000 SDG, Inc. Page 1 vo � I Miami Shore LLC September 25, 2009 ASCE7 -05 Section - Main Section Mary Mcoougls, PE Specialty Englneering Consultant, Inc. Enclosure Classification: Enclosed 1599 SW 3M Ave.,SuPte20 Boynton Beach, FL33426 Building Category II (561)752 -5440 FL PE# 056214 FL CA# 009217 Wall Length(ft) Overhang(ft) 1 48.0 1.0 2 16.0 1.0 Top 3 48.0 1.0 W2 4 16.0 1.0 WI A B M3 Eave Height: 8.5 ft Parapet Height: 0 ft o Parapet Enclosure: Solid W4 Roof Shape: Hipped Front PJght Roof Slop e(:12) A &B 3.0 A B D W1 W4 W3 W4 W3 W2 C &D 3.0 ...... ...... ...... ...... •••• •••• • • •••••• ••• • ••••• •• •• •• •••••• • • • • • •••• •••••• *00 • •• 0 : 000* : Wind Loads on Structures 2005 -- [1.10] Copyright © 2000 SDG, Inc. Pea A 2 1 of G�l� V Miami Shore LLC September 25 20 ASCE7 -05 Section _ 1 Gary McDougle, PE Specialty Engineering Consultant, Inc. Enclosure Classification: Enclosed 1599 SW 30th Ave., Suite 20 Boynton Beach, FL 33426 Building Category: II F5LP 762-5440 FL CA# 009217 Connected to: Main Section Connected to wall: W3 Position on W3: 0 ft Top Wall Length(ft) overhang(ft) ......--- -"`......--- -t 1 29.0 1.0 A W1 C D W3 2 38.0 1.0 B 3 29.0 1.0 - ---------------- W4 4 38.0 1.0 Front Right Eave Height: 8.5 ft Parapet Height: 0 ft D C Parapet Enclosure: Solid W1 W4 W3 W4 W3 WZ Roof Shape: Hipped Roof Slope(: 12) A &B 3.0 C &D 3.0 . ...... ...... •••••• •••• •••• 0100 • • 0000 0000 0000• 0000•• ••• • 0000• •• •• •• 0000•• • •••••• • • • 0000 0000•• • 0000 • • • •• 0 • 000•• • • • • • Wind Loads on Structures 2005 -- [1.10] Copyright © 2000 SDG, Inc. Pa f 12 r Mi Shore LLC September 25, 2009 ASCE7 -05 Composite Drawing Gary McDougie, PE 2 Specialty Engineering Consultant, Inc. 1599 SW 30th Ave., Suite 20 Boynton Beach, FL 33426 (561) 752 -5440 FL PE# 056214 FL CA# 009217 ------- --- - - - -- ---------------------- 2 C i 3 --------------------------------- ......... ......... ................................ 4 I 1 A B E j G H 5 F • • 6 • i - 7 ----- - - -- -- -- ••-- ------ --- ---- -- -•-- --- - - -- - --• • - - -- • • • ••••• •••• •••• • • •••••• ••• • ••••• • so**** • • •• ••••• • •••••• • • •••• •••••• 4 Wind Loads on Structures 2005 -- [1.10] Copyright 02000 SDG, Inc. e 4 o 12 Miami S LLC September 25, 2009 ASCE7 -05 Ga in rin g c ,PE MWFRS Net Pressures Specialty Engineering Consultant, Inc. 1599 SW 30th Ave., Suite 20 This data was calculated using the building of all heights method Boynton Beach, FL 33426 (561) 752 -5440 FL PE# 056214 FL CA# 009217 Wind Direction 1 # Surface z (ft) q (psf) G Cp I GCpi Ext Pres (psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) 1 Windward Wall 0.0 39.4 0.88 0.80 0.18 27.7 20.6 34.8 8.5 39.4 0.80 27.7 20.6 34.8 Overhang Top 10.3 39.4 -0.03 0 -1.0 10.3 39.4 -0.54 -18.7 Overhang Bot 8.5 39.4 0.80 27.7 2 Side Wall 10.3 39.4 0.88 -0.70 0.18 -24.3 -31.4 -17.2 3 Leeward Wall 10.3 39.4 0.88 -0.48 0.18 -16.6 -23.7 -9.6 4 Side Wall 10.3 39.4 0.88 -0.70 0.18 -24.3 -31.4 -17.2 5 Leeward Wall 10.3 39.4 0.88 -0.48 0.18 -16.6 -23.7 -9.6 w 6 Side Wall 10.3 39.4 0.88 -0.70 0.18 -24.3 -31.4 -17.2 i 7 Windward Wall 0.0 39.4 0.88 0.80 0.18 27.7 20.6 34.8 12.1 39.4 0.80 27.7 20.6 34.8 Overhang Top 10.3 39.4 -0.03 0 -1.0 10.3 39.4 -0.54 -18.7 Overhang Bot 8.5 39.4 0.80 27.7 A Windward Roof 10.3 39.4 0.88 -0.18 0.18 -6.2 -13.3 0.9 • 10.3 39.4 -0.82 -28.4 -35.5 +3 "' • • • • • B Leeward Roof 10.3 39.4 0.88 -0.53 0.18 -18.4 -25.5 "':'� -113 ,• ...... ...... .... C &D Roof 0 to 5.2 * 39.4 0.88 -0.98 0.18 -34.0 -41.1 • • • • • -269"' ":" • *se 5.2 to 10.3 * 39.4 -0.84 -29.1 -36.2 "� • -22 0 • • 103 to 16.0 * 39.4 -0.56 -19.4 -26.5 ...... -12.3 • 0 to 16.0 * 39.4 -0.18 -6.2 -13.3 0.9. .. 66 0 00 • • • . 90 • •• E &F Roof 0 to 5.2 * 39.4 0.88 -0.90 0.18 -31.2 -38.3 -24. t • • • 5.2 to 10.3 * 39.4 -0.90 -31.2 -38.3 -24.1 10.3 to 20.6 * 39.4 -0.50 -17.3 -24.4 -10.2 Wind Loads on Structures 2005 -- [1.10] Copyright © 2000 SDG, Inc. Page 12 i M i a mi Shore LLC September 25 2009` ASCE7 -05 Gary McD gle, PE M W F R S Net Pressures Specialty Engineering Consultant, Inc. 1599 SW 30th Ave., Suite 20 the building of all heights method. Boynton Beach, FL 33426 This data was calculated using J 9 (561) 752 -5440 FL PE# 056214 FL CA# 009217 t Wind Direction 1 # Surface z (ft) q (psf) I G Cp I GCpi I Ext Pres (psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) E &F Roof 20.6 to 38.0 * 39.4 0.88 -0.30 0.18 -10.4 -17.5 -3.3 0 to 38.0 " 39.4 -0.18 -6.2 -13.3 0.9 G Windward Roof 10.3 39.4 0.88 -0.05 0.18 -1.7 -8.8 5.4 10.3 39.4 -0.56 -19.4 -26.5 -12.3 H Leeward Roof 10.3 39.4 0.88 -0.46 0.18 -15.9 -23.0 -8.9 This is load case 1 in ASCE 7 -05 Figure 6 -9. See Figure 6 -9 for other cases. Distance from windward edge. f 4 1 •••• •••• • • so • • • • • ••!!!• • • ! • • • • Wind Loads on Structures 2005 -- [1.10] Copyright © 2000 SDG, Inc. 40S9 Mi Shore LLC September 25 2009 ASCE7 -05 MWFRS Net Pressures Gafy McDougle, PE Specialty Engineering Consultant, Inc. 1599 SW 30th Ave., Suite 20 This data was calculated using the building of all heights method Boynton Reach, FL 33426 (561) 752 -5440 FL PE# 056214 Wind Direction 2 FL CA# 009217 # Surface z (ft) q (psf) G Cp I GCpi Ext Pres (psf) Net w/ +GCpi (psf) I Net w/ -GCpi (psf) 1 Side Wall 10.3 39.4 0.88 -0.70 0.18 -24.3 -31.4 -17.2 2 Windward Wall 0.0 39.4 0.80 27.7 20.6 34.8 10.5 39.4 0.80 27.7 20.6 34.8 Overhang Top 10.3 39.4 -0.03 0 -1.0 10.3 39.4 -0.54 -18.7 Overhang Bot 8.5 39.4 0.80 27.7 3 Side Wall 10.3 39.4 0.88 -0.70 0.18 -24.3 -31.4 -17.2 4 Windward Wall 0.0 39.4 0.88 0.80 0.18 27.7 20.6 34.8 8.5 39.4 0.80 27.7 20.6 34.8 Overhang Top 10.3 39.4 -0.03 0 -1.0 10.3 39.4 -0.54 -18.7 Overhang Bot 8.5 39.4 0.80 27.7 5 Side Wall 10.3 39.4 0.88 -0.70 0.18 -24.3 -31.4 -17.2 6 Leeward Wall 10.3 39.4 0.88 -0.50 0.18 -17.3 -24.4 -10.2 7 Side Wall 10.3 39.4 0.88 -0.70 0.18 -24.3 -31.4 -17.2 A &B Roof 0 to 5.2 * 39.4 0.88 -0.90 0.18 -31.2 -38.3 -24.1 • 5.2 to 10.3 39.4 -0.90 -31.2 -38.3 . . -2�'1' • • • • • • • • 10.3 to 20.6 * 39.4 -0.50 -17.3 -24.4 •••• 1Q2•'. • 20.6 to 48.0 * 39.4 -0.30 -10.4 -17.5 ••• : -3.3 •••* •••••• ...... ..... 0 to 48.0 * 39.4 -0.18 -6.2 -13.3 .... 0.90000 ' • 900* a ...... * ** . 000's C Windward Roof 10.3 39.4 0.88 -0.03 0.18 -1.0 -8.1 •••••• 6.1 '.: ••• �• 10.3 39.4 -0.54 -18.7 -25.8 • • • • • • -11.6 . offs D Leeward Roof 10.3 39.4 0.88 -0.46 0.18 -15.9 -23.0 '..'•: -8.9 ..• • •. E Windward Roof 10.3 39.4 0.88 -0.10 0.18 -3.5 -10.6 3.6 10.3 39.4 -0.62 -21.5 -28.6 -14.4 Wind Loads on Structures 2005-- [1.10] Copyright © 2000 SDG, Inc. Page Miami Shore LLC September 25, 2009 4 ASCE7 -05 Gary MaDougle, PE MW F R S Net Pressures specialty Engineering Consultant, Inc. , 1599 SW 30th Ave., suite 20 Boynton Beach, FL 33426 This data was calculated using the building of all heights method. (561) 752 -5440 FL PE# 056214 FL CM 009217 Wind Direction 2 # I Surface I z (ft) q (psf) IG I Cp I GCpi I Ext Pres (psf) I Net w/ +GCpi (psf) Net w/ -GCpi (psf) F Leeward Roof 10.3 39.4 0.88 -0.48 0.18 -16.6 -23.7 -9.6 G &H Roof 0 to 5.2 * 39.4 0.88 -0.90 0.18 -31.2 -38.3 -24.1 5.2 to 10.3 ` 39.4 -0.90 -31.2 -38.3 -24.1 10.3 to 20.6 * 39.4 -0.50 -17.3 -24.4 -10.2 20.6 to 29.0 * 39.4 -0.30 -10.4 -17.5 -3.3 0 to 29.0 * 39.4 -0.18 -6.2 -13.3 0.9 This is load case 1 in ASCE 7 -05 Figure 6 -9. See Figure 6 -9 for other cases. * Distance from windward edge. ...... ....:. ...... .... ...... 000000 000000 0000 0000 • • • • • • 0000 0000 00000 000000 000 • 0000^0 00 00 •• 0000:0 000000 • • • 0 0000 000000 • • • • 0 0 0*:: 0 0000 • • • •000•• 0000 Wind Loads on Structures 2005 -- [1.10] Copyright © 2000 SDG, Inc. of 1 r Mi ami Shore LLC September 25, 2009 ASCE7 -05 Cary McD g PE M W F RS Net Pressures Specialty Engineering Consultant, Inc. 1599 SW 30th Ave., Suite 20 Boynton Beach, FL 33426 This data was calculated using the building of all heights method. (561) 752 -5440 FL PE# 056214 FL CA# 009217 Wind Direction 3 # Surface z (ft) q (psf) G Cp I GCpi Ext Pres (psf) Net w/ +GCpi (psf) Net w -GCpi (ps f) 1 Leeward Wall 10.3 39.4 0.88 -0.48 0.18 -16.6 -23.7 -9.6 2 Side Wall 10.3 39.4 -0.70 -24.3 -31.4 -17.2 3 Windward Wall 0.0 39.4 0.88 0.80 0.18 27.7 20.6 34.8 8.5 39.4 0.80 27.7 20.6 34.8 Overhang Top 10.3 39.4 -0.03 0 -1.0 10.3 39.4 -0.54 -18.7 Overhang Bot 8.5 39.4 0.80 27.7 4 Side Wall 10.3 39.4 0.88 -0.70 0.18 -24.3 -31.4 -17.2 5 Windward Wall 0.0 39.4 0.88 0.80 0.18 27.7 20.6 34.8 12.1 39.4 0.80 27.7 20.6 34.8 Overhang Top 10.3 39.4 -0.03 0 -1.0 10.3 39.4 -0.54 -18.7 Overhang Bot 8.5 39.4 0.80 27.7 6 Side Wall 10.3 39.4 0.88 -0.70 0.18 -24.3 -31.4 -17.2 7 Leeward Wall 10.3 39.4 0.88 -0.48 0.18 -16.6 -23.7 -9.6 A Leeward Roof 10.3 39.4 0.88 -0.53 0.18 -18.4 -25.5 -11.3 000000 0000. B Windward Roof 10.3 39.4 0.88 -0.18 0.18 -6.2 -13.3 6 0 Qe ** •• 10.3 39.4 -0.82 -28.4 -35.5 6.6;0• - 21!3 0.000. 0 000* of 0000. C &D Roof 0 to 5.2 * 39.4 0.88 -0.98 0.18 -34.0 -41.1 *0000 0 - • 0 • • • • • 5.2 to 10.3 * 39.4 -0.84 -29.1 -36.2 60 -22% .: ��••� 0000 10.3 to 16.0 * 39.4 -0.56 -19.4 -26.5 -12.3. • -12.3 0 to 16.0 * 39.4 -0.18 -6.2 -13.3 0.90000 0060 0 • • 0000 • . ••00 • E &F Roof 0 to 5.2 * 39.4 0.88 -0.90 0.18 -31.2 -38.3 - 24.3..' 5.2 to 10.3 * 39.4 -0.90 -31.2 -38.3 -24.1 10.3 to 20.6 * 39.4 -0.50 -17.3 -24.4 -10.2 Wind Loads on Structures 2005 -- [1.10] Copyright © 2000 SDG, Inc. Page 1 i s Miami S h o r e LLC September 25, 2009 ASCE7 -05 Gary Mcnougle, PE M W F R S Net Pressures Specialty Engineering Consultant, Inc. 1599 SW 30th Ave., Suite 20 Boynton Beach, FL 33426 This data was calculated using the building of all heights method. (561) 752 -5440 FL PE# 056214 FL CA# 009217 Wind Direction 3 # Surface z (ft) q (psf) G Cp GCpi Ext Pres (psf) Net w/ +GCpi (psfl Net w/ -GCpi (psf) E &F Roof 20.6 to 38.0 * 39.4 0.88 -0.30 0.18 -10.4 -17.5 -3.3 0 to 38.0 * 39.4 -0.18 -6.2 -13.3 0.9 i G Leeward Roof 10.3 39.4 0.88 -0.46 0.18 -15.9 -23.0 -8.9 H Windward Roof 10.3 39.4 0.88 -0.05 0.18 -1.7 -8.8 5.4 10.3 39.4 -0.56 -19.4 -26.5 -12.3 This is load case 1 in ASCE 7 -05 Figure 6 -9. See Figure 6 -9 for other cases. * Distance from windward edge. •••••• •••• •••••• •• •• •• ••••••• ••r••• • • • • ••rs •••••• • • •••• • • 0*00 ••• Wind Loads on Structures 2005-- [1.10] Copyright © 2000 SDG, Inc. 0 o 12 Mi Shore LLC September 25 2009 Specialty Engineering Consultant, Inc. M W F RS Net Pressures 1599 SW Both Ave., Suite 20 Boynton Beach, FL 33426 This data was calculated using the building of all heights method. F� P 752 -54 14 FL CA# 009217 Wind Direction 4 # Surface z (ft) q (psf) G Cp GCpi Ext Pres (psf) Net w/ +GCpi (psf) Net w/ -GCpi (pso 1 Side Wall 10.3 39.4 0.88 -0.70 0.18 -24.3 -31.4 -17.2 2 Leeward Wall 10.3 39.4 -0.50 -17.3 -24.4 -10.2 3 Side Wall 10.3 39.4 0.88 -0.70 0.18 -24.3 -31.4 -17.2 4 Leeward Wall 10.3 39.4 0.88 -0.50 0.18 -17.3 -24.4 -10.2 5 Side Wall 10.3 39.4 0.88 -0.70 0.18 -24.3 -31.4 -17.2 '6 Windward Wall 0.0 39.4 0.88 0.80 0.18 27.7 20.6 34.8 }` 8.5 39.4 0.80 27.7 20.6 34.8 Overhang Top 10.3 39.4 -0.03 0 -1.0 10.3 39.4 -0.54 -18.7 Overhang Bot 8.5 39.4 0.80 27.7 7 Side Wall 10.3 39.4 0.88 -0.70 0.18 -24.3 -31.4 -17.2 A Leeward Roof 10.3 39.4 0.88 -0.46 0.18 -15.9 -23.0 -8.9 B Windward Roof 10.3 39.4 0.88 -0.03 0.18 -1.0 -8.1 6.1 10.3 39.4 -0.54 -18.7 -25.8 -11.6 C &D Roof 0 to 5.2 " 39.4 0.88 -0.90 0.18 -31.2 -38.3 IM- 5.2 to 10.3 * 39.4 -0.90 -31.2 -38.3 :•�. !24.1 10.3 to 20.6 * 39.4 -0.50 -17.3 -24.4 ...... - '142. ` ....: 20.6 to 48.0 * 39.4 -0.30 -10.4 -17.5 ••• :•• -3.3' : *0 0 to 48.0 * 39.4 -0.18 -6.2 -13.3 •���•• 9�9� • .... .... ..... ...... ... . ..... E &F Roof 0 to 5.2 * 39.4 0.88 -0.90 0.18 -31.2 -38.3 " " - 24.1" 5.2 to 10.3 * 39.4 -0.90 -31.2 -38.3 • • • • : -241. ....: 10.3 to 20.6 * 39.4 -0.50 -17.3 -24.4 • 20.6 to 29.0 * 39.4 -0.30 -10.4 -17.5 " ' .3.3��• 0 to 29,0 * 39.4 -0.18 -6.2 -13.3 0.9 Wind Loads on Structures 2005 -- [1.10] Copyright @) 2000 SDG, Inc. Pa of 12 l G✓ , M iami Shore L L C September 25, 2009< ASCE7 -05 MW F R S Net Pressures specialty Engi Consultant, Inc. 1599 SW 30th Ave., Suite 20 Boynton Beach, FL 33426 This data was calculated using the building of all heights method. (561) 752 -5440 FL PE# 056214 FL CA# 009217 Wind Direction 4 ` # Surface I z ( ft) q (psf) I G Cp I GCpi I Ext Pres (psf) Net w/ +GCpi (psf) I Net w/ -GCpi (psf) G Leeward Roof 10.3 39.4 0.88 -0.48 0.18 -16.6 -23.7 -9.6 H Windward Roof 10.3 39.4 -0.10 -3.5 -10.6 3.6 10.3 39.4 -0.62 -21.5 -28.6 -14.4 This is load case 1 in ASCE 7 -05 Figure 6 -9. See Figure 6 -9 for other cases. * Distance from windward edge. F e P 0000♦• • • ♦ 0000♦• •• 4 0000 • 0 0 • 000004 4004 0 ♦00•0 • 040000 ♦ • • 0000 0000 0 • ♦ 0000 4 0000 • ♦000♦ 00.00• •♦• ♦ 00446 •• 0• ♦• ••4.44 •a • ♦•40• • • ♦ ♦ 0440 • • • 4 0 0004 ♦0 •• 4 • •• 4 ♦ •44♦ Wind Loads on Structures 2005 -- [1.10] Copyright © 2000 SDG, Inc. P 0 12 Florida Building Code Online Page 1 of 4 • X11 Kw Home Wg In !Jeer PA0Wbaaon HaTopks Subndt Siudwme Stets & Facts ftftmd" FW Staff a= See VAM Wtks Sash Product Approval O tit US Pubk user Affairs — Product aowoval Wnu > f roduct or Appll adon Search > ArAIDWIon Lit > App5col es 04M I N' ami S hores V illa , ,D e Application Type RReevision k ^- - . DATE M/ F D [3 Y Code Version 2007 i Application Status Approved '' � �a I !�' G DEPT / Commerce �%� 3 L D Archived i a DEPT S"JSJECT TO COMPLIANCE NTH ALL FEDERAL Product Manufacturer United Steel Products 0 NnPauY Address/Phone/Ernag 703 Rogers Drive STATE AND COUNTY RULES AND REGULATIONS Montgomery, MN 56069 (952) 898 -11651 tgreviowsegibraltarl.corn Audwized Signature Todd Grevious tgrevious@gibraltarl.com Technical Representative Robert Lutz, P.E. Address/Phone/Ema11 11910 62nd Street North Largo, R 33773 (800) 443 -6442 rWtz@uspconnedom.com Quality Assurance Representative Address/Phone/Emall Category Structural Components Subcategory Wood Connectors Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, Inc. Quality Assurance Entity PF5 Corporation Quality Assurance Contract Expiration Date 12/31/2010 Validated By Terrence E. Wolfe P.E Validation Cheddist - Hardcopy Received Certificate of Independence FL819 R1 COI ICC Indenendence.cert.adf Referenced Standard and Year (of Standard) Standard Year • • AP and PA Hari Design Specification 2005 ' • •' • : : AFWM D1761 2000 • . Equivalence of Prod ct n s • • • Certffied By • • •• .•• ' Sections from the �' http: //www.floridabuilding.orr /pi .a&px? perm= wCEVXQwtU9tJxOrilgloiM3... 12l28/2009 .. '- • .. Florida Building Code Online Page 2 of 4 Product Approval Method Method 1 Option C It Date Submitted 10/23/2008 Date Validated 12/17/2008 Date Pending FBC Approval 11/17/2008 Date Approved 12/20/2008 SumnaM of Products Go to Page ® O O Pagel/20 FL 114odel, Number or Name Description 819.1 ISK264 Breakfast Nook Hanger Umits of Use Installation Ions Approved for use in HVHZs Yes FL819 Ri II ESR- 2757.odf Approved for use outside HVNZ: Yes verified By: ICC Evaluation Service, Inc. Impact Redstarrts N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Requires supplementary connection for minimum FL819 Ri AE ESR- 2757.pdf 700# uplift when used in HVHZ. 819.2 BN284 Breakfast Nook Hanger Umlts of Use Installation Instructions Approved for use In HVHZ: Yes FL819 R1 II ESR- 2757.odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, Inc. Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other Requires supplementary connection for minimum FL819 R1 AE ESR- 2757.odf 700# uplift when used in HVHZ. 819.3 WTU100 GIRDER TRUSS HANGER Limits of Use Installation Instructions Approved for uae In HVHZ. Yes FL819 R1 II ESR- 2757.odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, Inc. Impact R N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Othens FL819 RI AE ESR -2757. df 819.4 GIRDER TRUSS HANGER Limits of Use Installation Instructions Approved for use In HVHZ. Yes FL819 RI n ESR- 2757.odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, Inc. Impact Resident: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports other. FL819 R1 AE ESR- 2757.adf 819.5 WM80 GIRDER TRUSS HANGER Limits of Use Inetaliation Instructions Approved for use in HVHZ: Yes FL819 R1 II ESR- 2757.odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, Inc. Impact Reallstamb N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other. I FL819 RI AE ESR -2757. df 819.6 IHGA10 HURRICANE GUSSET ANGLE Umits of Use Installation Instructions Approved for use In HVHZ* Yes FL819 R1 II ESR- 2757.adf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, Inc. Impact Resistant: N/A Created by Independent Third Party: Design Pressures N/A Evaluation Reports Other M19 R1 AE ESR -2757. df 819.7 IHGAM10 HURRICANE GUSSET ANGLE Umlts of Use • • 000 • • • Installation Instructions Approved for use'in HVHZ; Y8% • • • : • • • FL819 R1 II ESR- 2757.odf Approved for use otgSiddB'�tN1Zs Y� ; ; • Verified By: ICC Evaluation Service, Inc. Impact R H/A • • • •; • • • • 0 • Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: 1 W19 R1 AE ES X d 819.8 • 24-18 • • • HIP- 7ACIC CONNECTOR Limits of Use • • • : • • • • • • Installation Instructions Approved far IA V:4 • • • : • FL819 RI U ESR- 2757.odf Approved for use HV" Yes • • • Verified By: ICC Evaluation Service, Inc. Impact Resistants N/A Created by Independent Third Party: ••• http: / /www.floiidabuilding.or r/ : dld. agpxlpar &n wGEVXQwtDgtTxOrilgloiM3... 12/28/2009 r MIAM MIAMI -DADE COUNTY, FLORIDA ow Mnw -DADS FI.AGLIIt BUR DING BUILDING CODE COMPLIANCE 0MCE (BCCO) 140 WEST FLAGLER STREET, sun]? 160 PRODUCT' CONTROL DIVISION MIAMI, FWRIDA 33130 -1563 (305) 375 -2901 FAX M 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.buildin Doralwm Corporation 7040 N. W. 77 Terri Medley, FL 331" SCOPE: This NOA is being issued utda 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 Viamii Dale County and other areas where allowed by the Authority Having Jurisdiction (AHI). This NOA shall not be valid after the expiration date staled below. The Kiami Dade County Product Contras. Division (In Miami Dade County) and/or the AW (m areas other than Miami Dade County) reserve the right to have this prat or material tested for quality assurance purposes. N this product or material !:ails to perform in the accepted mauler, the manufacturer win incur the expense of such testing and the AM 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 Nigh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "10r Aluminum Out swing Doors w/ SWefites - Immct APPROVAL DOCUMENT: Drawing No.W01 -20, titled "Series 100 Alum Swing Door w/ Sidelitce'. sleets 1 through 6 of 6, prepared by Al Farooq Corp., dated 01 -2402 last revised on Agar 21, 2007, signed and sealed by Dr. Humayoun Farooq, 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "h iami 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 endonent 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. ADVERTISI MENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expitradon 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 revises & renews NOA 0 01- 0724.10 and consists of this page 1 and evidence pages B-1, as well as approval document mentioned above. The submitted documentation was awed by Ishaq I. Chamda, P.E. .. NOA No W- 0109.08 Egl f • • • • •' 000 0 0 0 Expiration Date: April 11, 2012 •; ; • ; • . : •• • : • • Approval Date: April Pa�11 NA .. e � Da la m '�ormralion NOTICE OF ACCEPTANCE: EVIDENCE SiJ$NIITTED A. DRAWINGS (transferred from file # 01. 072410) 1. Manufacturer's die drawings and sections. 2. Drawing No.W01 -20, titled "Series 100 Alum Swing Door w/ Sidelites ", sheets 1 through 6 of 6, prepared by Al Farms Corp., dated 01/24101 and last revised on Mar 21, 2007, signed and sealed. by Dr. Humayoun Faroe, PE. B. TESTS (transferred from file # 01. 0724.10) Original test conducted per SFBC, PA 201, 202 & 203 -94 now termed as FBC, TAS 201, 202 & 203 -94 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 Along with installation diagram of an outswing doors w/ sidelites prepared by Fenestration Testing Laboratory Inc, dated March 21, 2001 Test Report No. 1(FTL- 2911), signed and sealed by Antonio Acevedo, P.E and revised by addendum letter, issued by FIL, signed and sealed by Luis Figueredo, P. E. C. CALCULATIONS 1. Anchor verification calculations & comparative analysis, complying wl FBC 2004 prepared by Al- Farooq Corporation, dated 12/15 /06, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing Complies with ASTM E- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holdings L.L.C. for "SAF GLAS ", expiring on 12/16107. 2. Notice of Acceptance No. 03- 0916.02 issued to Nebula Glass International Inc. for "Glasslam Safety Plus Laminated Glass ", expiring on 09109/08. 3. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for "Saflex expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance & "No financial interest ", dated 12115/06, signed and sealed by Dr.Humayoun Farooq, P.E. 2. Statement of laboratory compliance, as part of above referenced test reports. G. OTHER 1. This NOA re4w A& renews NOA # 01- 0724.10 expired on April 11, 2007. Product Control Ear • • NOA No 07 -010948 • •' • • • • • • • • • • Expiration Date: April 11, 2012 Approval Date: April 12,2W7 14,r W u 2 11:e 2 1/9 fa ar MAX. 12' MAX TW? FRAME *MW IL j 3 ANICHIM W=- ZWK AT W-40/SILL V ill ff " Lo SwAa LSE INFIRM cam 3/16' ANN. MM FA MUNIVIS A} MAY BE USED n. I It 111.1 tit Ill. I I .016' UREFR4NE AWEBRIE -MAS' PO BY %EMMW WALT "W I ii .011r URETHANE ADHESIVE - ti l l F 3/18' Alft GLASS G 0 1,12 g.4 It .1 It GLASS TYPE A! • 3/16" HEAT $rRVfD 3/18' HEAT STREN'D CLAM we=. • 4 = � • • 1 . 4W WER190 0 24 31e n, • Opr. OW W8 1111TERLAYER By 2 E $*'M ills I so 34 17 18' D.L. Om D.L. BY VOLIJW v • LEAF WUTH • g fa 71 31e 3/16" HEAT SIFeM CLASS it 000 • am wm • 'g . 3 11w, .41 • xxoo ) so**** TESTED UNIT '0 SEIRM-100 ALUMEAM SWING DOOR J SIDE APPROVAL APPUES TO SINGLE (X) AND DOUEILZ (XX) LEAF DOORS WITH OR WITHOUT SEEM. SIDE LITES CAN BE ON ONE OR SM SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. gga THIS PRODUCT HAS BEEN oEsw= AND TESTED To COMPLY WITH THE GLASS TYPE 'B' G11AL 1, Eli! REQUIREMENTS OF THE FLORIDA SUILDM CODE 2004 EDITION WCLUDM S TYPE c RON ww= HURRICANE ZONE ONH4 WOOD WW BY OTHERS. MUST 8E ANCHORED PROPERLY 70 TRANSFER R Romm LOADS TO THE STRUCTURE.. GLAZING OPTION twILtilNBMnitr — — Ow ANctim swL BE As Lww, SPACED AS SHOWN ON wrAm ANCHORS A M KUMAYMM "ft"baulpo BOMDMEW TO BASE MATERIAL SHALL BE MY= WALL DRESSM OR STUCCO. IDEUtES ME RATED FOR LAW MISSILE OW�ACr.j AM WT . ANCHORING OR LOAMO CONDITIONS NOT SHOWN IN THESE DETAILS SHUTTERS REMIRED ARE NOT PART OF THIS APPROVAL A LOAD DURATION NCREASE IN ALLOWABLE SIRESS: IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. drowing Mo. C B I WRFAS V LU UT DW U MW ALYSOMM THAT RW U M KAR 1 2 M7 W01 —20 CWXT WITH OF 2004 FLORIDA SLOG. CODE SECTION 20018.4. sheet T of S CHART A (FOR X " 00016) CHART 8 %v ' DDO)6 1F17'A0p1' 1pBELITEB WATMNARY wlTB �aID8I�.9 DES= LM CAPACITY - lr DE81GN LOAD CAPAC177 - PAP w2 wf 2 WWH (W) N0I0FIAL MI H OLA� TYF"SS 'H' 08 'C' MAWH (w) FRmW HEIGHT G1ASS TYPE A' MASS TYFE_`a' & 'C' v IT^ Fr^ EX►d +) W4 -) mcm Fr./w. exr t +) t -) ga- ( +) - ( -) I- 32 a" sto 82.0 81.0 3/4 . 6/S , 620 a1.0 33 62 0 78.3 ... 62A 'a1.0 / \ \ 2/8 62.0 611.0 34 7/0 82.0 69.a 820 atA 310 8/0 62.0 H1.0 36 82.0 a" 820 81.0 81.0 10 8 6 //' i \ i •i \ � • t 38 2R 3.1 82.0 y� % is • 1 0 1 32 62.0 81. 020 elk ES p IRRAAAw "t FRAME WM 33 a" 7H.E 820 791 '°� f" 34 8/0 1 82,0 M.8 62A 78.3 38 _ 610 38 1 62.0 83.1 82.0 78.6 .._ p}$� / / \ wf w2 WI w2 w1 wt w2 wt w2 \ \ / �i3 5% \ sy', / y • / �f • tteee� • (X) (XX) HEIGHTS: 1 / \ \ / \ • .. • . • • N0Y21AL HEiF9FF PRNiE HEIGHT i.F11F' HEWIT DAYLRE K- L • • • • Z • e /9 79 -7/9' n-3ja W -a/8 ( X ( OXO) ( { p (0 • • • • • • • 8/0 9a -7/6 93 -:1/8' 83 -a/6' ( ( *00 • • • 8 • • WIDTHS: wt w2 wt w1 • • • w2. • wi • 1 ` • • • NU ML WM FRAYS W= I I.SIF' WM W= aPO. � i • • • • • • • • 2/8 (X) 31-1/2• 28 -n /1a• 1a- 16/16• m W1 + W2 • • . • • • • . • 3/0 (X) 3T -1 /a• 34- 11/18' 24- 16/16" (FOR 00= WO{ XDMJ7E'a) 2 / / \ • • • • 6/0 {1a) 69 -s /4" zb- 11 /fa' 1e -1s /16 / / \ • • �� • 8/0 71 -3 /$ 34- 11/18• 94- 16/16• / / \ • • • • • • • xOo S XXOO 80 )ELBE w�7Ff DOOR WIDTH t OOX ; OOIOI m Ft C PE 1 1007 MMMUIa .0 y NOTE: I tr i �StM. w 1 S GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) was droving m. AND DECLARATORY C E XTERIOR Y STATEMENT DCA05 -DEC -219 M¢DE E XTERIOR DAR WWH 1 2 W01 -2{1 sheet of B • I METAL TYPCAL ANCHORS TYPICAL ANCHO W S1Rll MW SEE EI.EV. FOR SPACING 28Y W= J Rc SEE ELEV. FOR �ACRNi. TYWCAI. ANCHORS OR ." ,: ; .. • 'tGr e�X SE El". FOR SPACING N ':a •,; MWN- COUNTY APPROVED .: SFSF.r s AroA ANL'HORS §` I � Y: ° A II C 3 E T 18 � 1- F SEE Y SEEE aft FOR SPACING A0T X 'FM S WOOD BUCKS AND METAL STRUCTURE NOT BY DORALUM , MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM N AN D TRANS THEM TO THE BUILDING STRUCTURE. ' TYPICAL ANCHORS: SEE Em, FOR SPACING a+ g t 8 N Ile TAPOONS ST ` TQO' i INTO 28Y WOOD BUCKS OR WOOD STRUCTURES • 1 -3/8 MIN. PENETRATION INTO WOOD • e •• • � THRU 1 BY BUCKS INTO CONC, OR MASONRY • • • e � • • • • • 1-1/4' MIN. EMBED INTO CONC. OR MASONRY • • • • • • • • n e • S a p DIRECTLY INTO CONC. OR MASONRY • • • i • • • �U • • • i • 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY g w • e J14 wtc OR SELF DRI 1 tNG SCREWS • e • • • • • • Z � • • • • INTO METAL STRUCTURES i e STEEL : 12 CA. MIN. (Fy 38 KSI MIN.) • • e ALUMINUM : 1/8 THK. MIN. (8083 -TS MIN.) e e e • e eee e (STEEL IN CONTACT WITH ALUMINUM TO BE PLATFU OR NTED) . e i 1 8 N N 614 SMS OR SELF DRILLING SCREWS • • • • INTO DADE COUNTY APPROVED MULLIONS (MINN. VK. ®118") • • • • • i • I (NO SHIM SPACE) a e • • • t8 ANCHOR EDGE DISTANCES e e • • i • • s t8 X t" FM SO INTO CONCRETE AND MASONRY ® 2 -1/2 MIN. e ee ! • AT Ir 0. � INTO WOOD STRUCTURE a 1° MIN. 2 i l)) INTO METAL STRUCTURE m 5/8 ANN. i 4 L- ) 1 Fm sms AT 8' M SEALANTS: a , s FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL m METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORER SEALANT. � J( _ :....................... CAN 1F 18 Y $ NON METAt11C GRtXJT ° i• ° n ANCHORS NON METX= GROUT ' TtPbIL ANCHORS 3 KMM MIN. EI,EA. FOR SPACING 3 KSI MJ. SEE ELEV, FOR SPACING Otddu droving �. MAR 1 WO 1 -20 OPERABLE UNITS STATIONAL Y 7Z NIT6 sh68i 3e1 8 _TYPMAL ANCHORS SEE ELEV. FOR SPACING 1 FLirstf T aci&LEAF �,./ DJACTME LEAF (coNCeaLEO) i ACTIVE LEAK � • h--- 7 INACTIVE LEAF I k 4 •�' 12 13 __ 85 I II 1 14 ML We. { Lee x 1 m SMS D.Lo. AT 11 O.C. LEA YAFiTH EXTERIOR i DOOR W@1H _ 9HIM�'11P _ • � Iffy WOOD M • Ile WAL f • •••s• TYPICAL ANCHOM SHIM SP • . • � � � • • �$ • SEE ELEtl. FOR SFACRxi °. • •.• � � � • • • • Ile MAX. TYPICAL ANCHOW hgFi f•f SHM SPACE Si-181 SPACE � i ' I " f • s • • ° ,f • SEE ELEY. FOR SPADND i •. • • •i• DJ� OM • - p SIDE= W�TM • • • SiRUCN� 6 w #3 XI ° FH30 AT 8 D.C. .' -- STRUCWRE SEE a". FOR SPACm } m*. In MMYOW T?Wk ANCHORS m EXTERI012 � 1- i �, LEAF Woo • DOOR WRITH draflo9 rw. I�AR 2 1 M iNOf -20 rm # PART Sm. DISCRIP17ON AM 2 Typ. - 7 203 4. --- I SW-25M 3/000R PRAM WAO/,KMB OD03-18 .205 W-28000 2/LDF DOOR IWIBOT = RNL 6051-T8 L= I i As ROD. ADAPM �-76 z 944 .272 a 4 W-21IMM I/WOR THRESHOLD 8063-Ta — ii:m — m IA&W MOE VU 8063 Typ, GLAZING VINYL Cs=E 1:1) a 26898 7 90-2001 1 /LEAF LO Wa 0003-To 0% 0 SN-2m7 AS RE= SIDEM M 6O83 -TB FRAME HEAD/JAMB i —w-um ... " Vaiiai - Assomy Sus-To .7e6 $W-29244 3/LW NNW DOOR POMM 4003-T8 —=4— .334 11 SW-20245 3/LEAF NNOE FRAME PSI SON$-To 12 - 2AW 3/8' X 16 X 32 LOW MMM ROD VIML Los f.- an --13 - 2AW 3/8' X 16 NUT 'm GLASS STOP 14 1 /HINGE 5/16 x r ROO Sim KXmD STEL 15 8 /L EAF BUYING SIM NYLON - WEATH ERSTRIP ADAPTER L464 is M AS FEM QLAZ Wit wm - 717-- L�Zl 17 PW-101 AS REM KU 4790 A79 -lam ps-am AS RM PILE IMM91SYMPPM Is SlUOONE PLUS - sume Dow Comm -4" 20 am AS RM . FLUSH SOLn MTA M. 21 OP-43111 Mw Loom TAOD ON WFSTLOCK ma Tw. GLAZING ADAPTER (DOOR) — I 22 MISM AS RECD. ASSIDIBLY SOM AT ALL FRAME JOINTS 4.W Lm 23 DOR-015 AS ROD. MAZM ADOW (OOOFQ 6083-T8 I- 24 DOR-017 AS OMNO ADAPTER CSOCUTE) $=-To Ll MM 25 DOR-019 AS MO. GRASS STOP 8083 - 'F8 �rllrtll L TOP/BOTTOM RAIL GLAZING ADAPTER (SID STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON mn) EXTERIOR AND THUMB TURN ON INTERIOR • e477 --1 AT EACH ACTIVE LEAF LOCK STILE, 45 FROM BOTTOM r 4 CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON • 1 444 EXTERIOR AND THUMB TURN ON INTERIOR • Ego 4 1.375 AT EACH ACTIVE LEAF LOCK STILE, 39 FROM BOTTOM oev F, . a.. L5 MANUALLY OPERATED CONCEALED FLUSH BOLTS *0 • 00 Me Tw, - 240 AT TOP & BOTTOM OF EACH LEAF LOCK SME 4AW— ASSEMBLY STIFFENER (FUM BOLTS AT TOP & BOTTOM Of AC"A AND MCM LWS • TO BE eiGAM DURING PERMS OF KURMOAM WAIMM) 0 e HINGES 0 • THRESHOLD EXTRUDED ALUMINUM BUTT HINGE M T • 0 -LS27 yp. I/$' THICK AND 7-' LONG WITH S/t6 PLATED SI[EEL ROD " • - I AT EACH LEAF JAMB STILE 1/2 ONE EACH AT 10" FROM TOP BOTTOM • 00 , I .718ry o AND ONE AT MIDSPAN rtltiellr 1 4,156 SIDE LITE GLAZING BEAD SIDE LITE JAMB if 1 I-X9 TM I PE " 4 aw olau,NO OAX .4687 4 1 2001 wol HINGE STILE LOCK STILE 3 PIECE HINGE — s �s �z • • fir I F 0 W j W� R NA 2 1 M07 drawing no. wol —zo • •• • • R NA 2 1 M07 drawing no. wol —zo r s ME • MIAMI —DADE COUNTY, FLORIDA BUILDING CODE COMPIAANCE OFFICE (BCCO) MEIRO-DADE FLAGLSUIT R BU 1 0? PRODUCT CONTROL DIVISION 140 WEST R STREET, MIAMI, FLORIDA 33130 -1563 NO'T'ICE OF ACCEPTANCE QA (305) 375 -2902 FAX (305) 372 -6339 Florida. Window S ste Co �vww miaruidade irov/baildin¢ code 7191 NW 77 Terrace Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations materials. The documentation submitted has been reviewed by -Mii -Dade governing the use of construction Division and accepted by the Board of Rules and A be used ' Product Control County other areas where allowed by the Authority Having Appeals AM ed in Miami -Dade County and 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 A&=,--Dade C reserve the right to have this product or material tested for quality assurance p rp material fails to perform in the accepted manner, the manufaetim will incur the expense If this product or the AM may immediately revolve, modif or to such testing and �y s 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 building code. to meet the requirements of the applicable 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: Series "FfJyS -.200" Aluminum Single Hung Window - L.KL APPROVAL DOCUMENT: Drawing No. W04 -20, titled "Series FWS -2Q0 Alum. Single Hung Window (L.M.L) ", sheets 1 through 5 of 5, prepared by AL -Farooq Corporation, dated 03/11104 with the latest revision "D" dated 06 /15/09, signed and seated by AMW Viqar, P. E., bearing the Miami --Dade County Product Control Revision 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 a permanent label with the manufacturer's name or 1 09 0 and following statement; "Maim-Dade County Product Control Approved',- ' ' std unless otherwise noted herein. . REN19WAL 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 to comply with any section of this NOA shall be cause for termination and remo o NOA. NOA. Failure fo ADV ll ERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and owed 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 shalt be ava&Wg foph1'Sp 40y %I tbe,�ob site at the request o f the Building Official. This NOA revises and renews l ($ +� 2 V" $ + and E-2, as well as a . consists of this page l and evidence pages E -1 The submitted documentation was wed by Jaime DQ + + Gascon, P.E. • � • •� • •• i • • • • � NOA No. 09-0624.06 ' • + • • • • • Expiration Date: Jnly 29, 2014 Approval Date: August 26, 2009 •:• ; s • see + • Pagel r Florida Window System. Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUB Y} A. DRAWINGS 1. Manufacturer's die drawings and sections. 2 - Drawing No W04 --20, titled "Series FWS -200 Alum. Single Hung Window (L.M.I.) ; sheets 1 through 5 of 5, prepared by AL - Farooq Corporation, dated 03 /11 /04 with the latest revision "D" dated 06/15/09, signed and sealed by Arshad Viqar, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagia window, pr of an aluminum single hung Prepared by Hurricane Engineering and Testing, Inc. Test Report No. BETI -03 -1820D dated 02/12104, signed and sealed by Rafael E. Droz -Bede, P. E. (Subm4*d under previous NOA No. 04- 0528.03) 2• Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 along 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 window, d, marked-up drawings and installation diagram of an aluminum single hung bared by Hurricane Engineering and Testing, Inc. Test Report No. HET' - 03 -1820A dated 09/09/03, signed and sealed by Rafael E- (Submitted under previous NOA No. 04- 0528.03) . Droz Bede, P. E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202 -94 along with marked -up drawings and installation window, prepared by Hurricane E diagram of an aluminum single hung HETI --03 -13228 dam 0110I /04, signed and sealed b y Testing Rafael , 1 EcDro Report No. (Subnaitteat under previous NOA No. 04-0528.03) P. E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering and Testing, Inc. Test Report No. HETI -03 -1322A dated 06105103, signed and sealed by Rafael E. Droz-Sella, P. E. (Submitted under previous NOA No 04-0528.03) . ......... .....•. .. ... .. . • • •• Jaime D. Gascon, P. . .. 0 0: ... gipf, Product Control Division :. ; ; .' .' : NOA No. 09- 0624.06 ' .' . : . ' : . iXPimtion Date: July 29, 2014 00 • • • • E-1 • ApfOroval Date: August 26, 2009 ••• • • • • ••• • • • . • • • • • • • • e Flori da Window System, Corn NOTICE OF ACCEPTANCE; EVIDENCE SUBMZ'l.°I' + D C. CALCU"T IONS 1• Anchor verification calculations and s tr prepared by Al Faso uctural analysis, complying with FBC 2007, Viqar, P.E. q �rparation, dated 06/15/09, signed and sealed by Arshad Complies with ASTM E130042/ 04 D. QUALITY ASSURANCE - 1 . Miami Dade Building Cade Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their S. Clear MG or colored interlayee dated May 04 2006 2 . Nance of y , eV on May 21, 2011. Acce ptance No. 08- 1118.07 issued to Oldcastle Glass Inc. for their "StormGlass Glass Interlayee, dated 03/05/09, expiring an 12/11/13. E. STATEWS 1 . Statement letter of conformance, dated June 16, 2009, signed and sealed by Arshad Viqar, P. E. 2 . Statement letter of no financial interest, dated June 16, 2009, signed and sealed by Arshad Viqar, P. E. Reports No.'s HETI 3 . Laboratory compliance letter for Test HEII -03- 1820A, .HEII -03 -1322B and HET i ssue. b T -03- 1322A, X182 ffu Laboratory, Inc., dated February 12, 2004, Jan 4, e r 09, 2003 and Hurricane Test June 05, 2003, signed and sealed by Rafael E. Droz_S' 2004, Septembe (S`ubmfed under previous NOA No. 04-052803) ' P. E. G. OTHERS 1• Notice of Acceptance No. 04- 0528.03, issued to Florida window S y s t em, their Series "FwS -200 Alwninam Single H Corp. for 07/29/04 and window - L.M.L' ;approved on �P -� on 07/29/09. ....... . .. .. .. ... .. . .... ry Jaime D. Gasma, P.. . • • • • • • Gate €, Product Control Division • • • • NOA No. 09-0624.06 • 0 • : a • : � • Elliration Date. July 29, 2014 9 -2 Approval Date. August 26,200 ... . . . . ... . . . . . • . ... . V .. . . . .. .. 49 3/8" �� 5 1/2" MAX 14" MAX FALSE MUNTINS z BEAD /SIU. HEao /SIU I (SURFACE APPLIED) 0 CORNERS At MAY BE USED I � �p •' � t p u. X° I R TI— u I •• • •• S o • . • o . • •• W••J • 1 if 46 1/8" •• • •• hA •• 0.4 CPO. • •� • • 50 5 /8' •' I "� • —' VEN, WIDTH v+ • • • • ' �• • • • THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMP WINDOW MOTH • • • • • • • SH UTTERS ARE NO REQU TYPICAL _ELEVATTdN • • • • 4 tQ I�n SERIES FWS —,200 TESTED UNIT �1��1•� ALUMINUM SINGLE HUNG WIND - -BULB wart DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER BULB 1/8' HEAT STRENb O1A53 (a ` CHARTS SHOWN ON SHEET 2. t/8• ANN. GLASS APPROVAL. APPLIES TO SINGLE UNITS OR SIDE BY SIDE OW NTERLAYER COMBINATIONS OF'S.H. /S.H. OR SINGLE HUNG WITI OTHER 090' PVD WFKAYER VANCEVA COMPOSITE i3Y •SOLUTUL' j WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING S*uX aIG By SOWTw' OR MIAMI -GADE COUNTY APPROVED MULLIONS IN BETWEEN. w0" PYB INT6TS.AYER §3 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 1/8' ANN %100 %100 . OOAS SAFLEX IUC BY 'SOI.UTFA' WILL APPLY TO ENTIRE SYSTEM. t/8' HEAT STREND CLASS Fh THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE E+ PEA 895 SILICONE g: REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING 56 PECORA 895 HIGH VELOCDY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER x LOADS TO THE STRUCTURE. ' \ - TI Q 1 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS CM I I MOMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. F � 1 B pp I E ; ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS Code ARE NOT PART OF THIS APPROVAL. l A=W —NOO 06 \•-- A LOAD DURATION INCREASE IS USED IN DESIGN ANCHORS INTO WOE t�VIY. V ' ! dm 9 N0 . CONTACT W BUT MATERIAL S SHALT. MEET THE REQUIREMENTS GLASS TYPE 'A' GLASS 77YE 'B' JUL 0 ii ZOO LnL-20 OF 2007 FLORIDA SLOG. CODE SECTION 2003.8.4. GLAZING UPTI OLj-S Tanaet T off $ I Y. . uo 91 • NO. IN PARENTHESIS mun ' �w...r • ANCHORS PER JWfL • • • I NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -0210 (3 SEC. GUSTS) AND FLORIDA BUtLDtNG COMSION DECLARATORY STATEMENT DCA05- DEC -219 Ed Jutj 17 2009 ;750 8.7 75.0 w • 7 78. 8 • •• I• 8.7 .7 Tao • I II �'I • � • • N see • •.• Zd • I f �lat�i i I I3�I II f} I� c droving 0 W04 -20 1 No. IN PARENTHESIS UWF;Rrt HN. w ANCHORS PER J" a r TYPICAL ANA SEE 09 ORS SEE ELM. FOR SPACING 1BY �\ SEE ELEY� H ORS O - , wow 811CK i STRUCTURE MULLION MULLION ANCHORS d °i d °. SEE SEPARATE NCA Ws -- 6 OA TPPK+AL ANCHORS 4 I 18 I SEE ELEV. FOR SPACiN{i r TYPICAL ANCHORS: su ELEV. FOR SPAcm • d ' ' ] ULTRACON BY 'ELCO' (Fu-177 KS:. Fyy�55 x5Q ,{ I ¢ rW00D BUCKS AND METAL STRUCTURE NOT BY FLORIDA WOW. SYS. • ♦ • I p • D I ' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 28Y WOOD BUCKS OR WOOD STRUCTURES • • • • • • c — AND TRANSFER THEM TO THE BUILDING STRUCTURE J 1 -3/8 MN. PENETRATION INTO WOOD ♦ ♦ °_ •• THRU 19Y BUCKS INTO CONC. OR MASONRY • • • • • • ¢ • • • • 1 -1/4" MN. EMBED INTO CONC. OR MASON"***** • I' DIRECTLY INTO CONC. OR MASONRY • • ♦ ♦ I • LATCH ro t -1 j4" MN. EMBED INTO CON I� C. OR MASONR ♦ ♦ ♦ • • qI� • ♦ a J14 SMS OR SELF DRILLING S<'REWS (OPOE 2m* ♦ ♦ ♦ .. loft • r r• { INTO METAL STRUCTURES • • ♦ '� I /� STEEL : 12 GA. MIN. (Fy m 36 KSI MIN.) • H) ALUMINUM : 1/8* THK. MN. (6063 -T5 MIN.} ♦ ♦ • • ♦ • I at Z �J (STEEL N CONTACT WITH ALUMINUM TO BE P�pTED OR AINTED ) • 12 Sus OR SEL DRILLING M„ (MADE t CRS) • • • ♦ ♦ � Z �I • t4 ' 1 INTO MIAMI -DADE COUNTY APPROVED MULUONS•(fAIN. 1RIK. a .080'. n�J ♦ • u (NO SHIM SPACE) • • �I �I EDGE Q1 C= w INTO CONCRETE AND MASONRY a 1 -5/8" MN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE m 3/4" MIN. 1 !� CONCRETE re . 3000 PSI MIN. C -90 HOLLOW /FUM BLOCK }'m a 2000 PSI MIN. 1 1 SKALA ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE- MOREHEAD 5504 SEALANT. y ,D s WEI PROLES: 8 $ W1 m 1 -1/2" x 3/16 WEEPHOLES AT 2 -1/4" FROM o g ° 2 "v EACH END wt ( ( - E gr I I I I Ift 406 I Z I� e os d ° s a o o �T4 ° a 4 > V • drawing no. 7! ° TYPICAL ANCHORS . • ° SEE ELEV. FOR SPACING toy W04-20 (I I SEE E,EV I W04 -20 • F WOOD DUCK y � MR sF� NN 17 2009 Ir8 , she 3*1 j TYPMk ANCHORB ANCHORS v CUM BUCKS V47 jUji 17 zoos • • • •`• • A • i • i In 2 ,troy W04-20 � s rasa r nrvu. ulacHU -T[aR 1dATBBIAL MA.�F. /BUPPUBR /RBMAB%S I 4 � t FW5 -020 1 FRAME HEAD 6063 -YB a cws -azt t :F. 6o63 -t• -f S -028 a JANE 6063 -TB _ ... O S Ft -024 1 VENT TOP Rat 6063-TB 8 •FWS -023 .. T PENT 80TTON RAI • • - - BQBI_•f8 _ _ 7 - FWS -018 2 VEN SM RA - 8 FMS -029 AS ROD, OLAZM BEM 6063 -T6 - _ { 9 FIVS -016 2/ V E M VENT LATCH O 10 -3/4 FRO SIM 6063 -T8 E r 9A 2/VEMT CAN TYPE SWEEP LOCK_ . ZAW .. WALLED W/ (Z) /8 % 3/+ FM pa VVV y ID 2 LATCH SPRM STIEL 71 896 AS RECD. L VAZUJG COMPOUND - _ PECORA LS s° a W 12 /8 X 1 -3/41 20 FRAME • VENT ASSEMBLY SCREWS CRS PH SMS _ P• 14 W21178 AS REOD. . POE W'S TMVMO W ITH PKASR6 FIN 16 em AS RE OD. BULB W'STRBKNRG VINYL - • • • • • iii 18 - 2/VEMT BLOCK AI TACKLE B ATA= - - --- ---------- 7 — • O -F - - t8A - 2/VEM' 6/8 S IVA wj.* E � • � I 17 BB % 3/6 - SA500 C UIDE SCREWS _ FN • O 18 20-09 2 7sim STOP AWMMUM - • • • • • • LK� SASH OWDE • • • • • • • • • tt f. a FRAME HEAD a •,.280 I t.xso � I ti Q� � �f F•--- -1,878 ` I 1 FRAME JAMB 2.065 I E 1.440 L • :• < = F�. sees .780 .082 •9�2 . ' .. • ,.438 .�—. e sees MEETING RAIL **sees :� .. ,.e7e VENT LATCH . . s sees • :. • e -.4,9 sees • 1 e.. 44 .. 5.180 .082 � .� • • � �' C � to .ss s28 .e.. es i������ •• h • see GLAZING BEAD • •� 3, VENT TOP RAIL 1.250 fie � � •e h 1.813 .062 1.250 .oat ,.879 .414 d 1250 VENT SIDE RAIL VENT BOTTOM RAIL t2 I o 2.669 FRAME COMERS MAI l VENT CORNER CEfAIL e v o .062 If 9r. f I i � I I� x.750 x.xbo �cAa. 1 38883 as Wob the flaft �}! .5u � D�L•:`nBCods I I 43 0 VVo4 x.as3 -- ----J JUm 172409 ''°° got. FRAME SILL I Florida. Building Code Online Page I of 4 .i BCIS Home Log In User Reglstradon Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS SM Map Unks Search �` 3S Product Approval B rsa USER: Publk User • + Product Approval Menu > Product or Application Search > Application List > Application Detea FL * FL11473 �$ Application Type New m a . ' $ Code Version 2007 Application Status Approved Comments 3 Archived Product Manufacturer Simpson Strong Tie Co. Address/Phone/Emadl 2221 Country Lane McKinney, TX 75070 (972) 439 -3029 rshackelforftstrongtie -com Authorized Signature Randall Shackelford rshackelford@strongtie.com Technical Representative Randall Shackelford Address/Phone/Emadl 1720 Couch Drive McKinney, TX 75069 (800) 999 -5099 rshackelford0strongtde.com Quality Assurance Representative Pat Woodall Address/Phone/Email 1720 Couch Drive McKinney, TX 75069 (800) 999 -5099 pwooda l[Ostron gtie.com Category Structural Components Subcategory Wood Connectors Compliance Method Evaluation Report from a Florida. Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Jeffrey Arneson developed the Evaluation Report Florida License PE -58544 Quality Assurance Entity PSI/Pfttsburgh Testing Laboratory Quality Assurance Contract Expiration Date 09/10/2010 Validated By Dole J. Kelley • • • a •: itaUlaten.C441st ! Aardcopy Received 00 0 • •• • • • • ••• • Certificate of Independence • • • 'fE t 4413 Rn' CO! Afnftbn Cert of Indeaendence2007.0 Referenced Standard and Year (of Standard) • Standards • • so: • • • Year i • i i #JDS• • i 2005 AISTrNA Speorfor D:V" +old- Formed Steel Structures 2001 • • AS'FM D1761-88 2000 ••• • • • • ••• • • http : /Iwww.floridabuilding.org/pr /pr app dtl. asps ?pa�.- Ay&iErw#gv8JyggZ9Wu... I2/I8/2009 • Florida Building Code Online Page 2 of 4 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/23/2008 Date Validated 01/05/2009 Date Pending FBC Approval 03/03/2009 Date Approved 04 /07/2009 Summary of Products FL # lNodel, Number or Name Description 11473.1 IDETAL Double Embedded Truss Anchor Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 RO II SIM 200804 MasonryProds.pdf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 (TX) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other.. FL11473 RO AE SIM 200804 Mason!yrods.ndf Created by Independent Third Party: Yes 11473.2 IFGTR, FGTRE, FGTRHL, FGTRHR Girder Retrofit Anchor Limits of Use Irstallation Instructions Approved for use in HVHZ: Yes FL11473 RO II SIM 200804 MasonryProds.pdf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 (T)) Impact Resistant N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL11473 RO AE SIM 200804 MasonryProds.pdf Created by Independent Third Party: Yes 11473.3 JHETAl2, HETA16, HETA20 Embedded Truss Anchor Limits of Use installation Instructions Approved for use in HVHZ: Yes FL11473 RO II SIM 200804 MasonryProds.pdf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 (M Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. FL11473 RO AE SIM 200804 MasonryProds.pdf Created by Independent Third Party: Yes 11473.4 IHETA24,HETA40 Embedded Truss Anchor Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11473 RO II SIM 200804 MasonryProds.pdf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 (TX) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. FL11473 RO AE SIM 200804 MasonryProds.pdf Created by Independent Third Party: Yes 11473.5 JHETAL12, HETALi6, HETAL20 Embedded Truss Anchor Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 RO n SIM 200804 MasonryProds.pdf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 CM Impact Resistant. N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. FL11473 RO AE SIM 200804 MasonryProds.pdf Created by Independent Third Party: Yes 11473.6 jHGAM10, HM9 ' ' • ' rt connector Limits of Use ' '; ; ; I "1134:kn 1%tructions Approved for use in HVHZ- Yes of ••• •• FK1403vR0*K SIM 200804 MasonryProds.pdf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 (TX) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A • • • • a aaiuratic"Repq u Other. s ; ; : Fl -11473 R-0°AE -SIM ra. 200804 Mason rvProds pdf • • • • • • eated Inde ndent Third Party: Yes 11473.7 JHGUMS.25, HGU45.5tf • Betm /Girdcfi Hanger for Masonry Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 RO II SIM 200804 MasonryProds.pdf • • • • • • • • http : / /www.floridabuilding.org/pr /pr app dtl. ash? a * =; y iF PdjQ 4gV8JygqZ9Wu... 12/18/2009 Florida Building Code Online Page 3 of 4 Approved for use outside HVHZ: Yes -Verified By: Randall Shackelford P.E. 68675 (TX) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. FL11473 RO AE SIM 200804 MasonryProds.pdf Created b Independent Third Party: Yes 11473.8 HGUM7.00, HGUM7.25, Girder /Beam Hanger for Masonry 1 HGUM9.00 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 RO II SIM 200804 MasonryProds.pdf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 (TX) Impact Resistant N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. FL11473 RO AE SIM 200804 MasonrYProds.adf Created by Independent Third Party: Yes 11473.9 JHHETAl2, HHETAI6, HHETA20 Heavy Embedded Truss Anchor Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11473 RO II SIM 200804 MasonryProds.pdf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 (TX) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. FL11473 RO AE SIM 200804 MasonrvProds.pdf Created by Independent Third Party: Yes 11473.10 HHETA24, HHETA40 Heayy Embedded Truss Anchor Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 RO II SIM 200804 MasonryProds.pdf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 (1X) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. FL11473 RO AE SIM 200804 MasonryProds.pdf Created by Independent Third Party: Yes 11473.11 HTSM16, HTSM20 Heayy Twist Strap for Mason Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 RO II SIM 200804 MasonrvProds.pdf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 (TX) Impact Resistant N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. FL11473 RO AE SIM 200804 MasonryProds.pdf Created by Independent Third Party: Yes 11473.12 LGUM26 -2, LGUM28 -2, LGUM210- Beam/Girder to Masonry Hanger 2 Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11473 RO II SIM 200804 Masonry rods.pdf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 (TX) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. FL11473 RO AE SIM 200804 MasonryProds.pdf Created by Independent Third Party: Yes 11473.13 LGUM26 -3, LGUM28 -3, LGUM210- Beam /Girder to Masonry Hanger 1 3 Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11473 RO II SIM 200804 MasonryProds.adf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 (TX) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. FL11473 RO AE SIM 200804 MasonryProds.pdf Created by Independent Third Party: Yes 11473.14 LGUM26 -4, LGUM28 -4, LGUM210- Beam /Girder to Masonry Hanger 4 Limits of Use Installation Instructions Approved for use in HVHZ: Yes • • • FL11473 RO i SIM 200804 Mason Prods. df 00 Approved for use outside HVHZ: Yev • • • esifiad y:. ndall Shackelford P.E. 68675 (M Impact Resistant: N/A '. •; •'; ;Croath :y%dependentThird Party: Yes Design Pressure: N/A • • • • Evaluation Reports Other. " "' " FZ.114 RQ'AE SIM 200804 MasonryProds.pdf Created by Independent Third Party: Yes 11473.15 LGUM46, LGUMU, LQUM410 • #@§m/Glg&j H#Wr for Masonry Limits of Use • • • • • • 1941tallatIVA Inoructions Approved for use in HVHZ: Yes 0 * 0 0 • • • FL 1473• R 11 •SIM 200804 Masora Prods. df Approved for use outside HVHZ: Yras • • �ierified y: Rand II Shackelford P.E. 68675 (TX) Impact Resistant: NIA Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports h / /www.floridabuildin .or rl r a dtl.aS li�'aria vG Y Q"w Dgv8JyggZ9Wu... 12/18/2009 ttP 8P P PP_ p Florida. Building Code Online Page 4 of 4 Other. FL11473 RO AE SIM 200804 MasonryProds.pdf Created by Independent Third Party: Yes 11473.16 ILTAI Embedded Truss Anchor Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 RO n SIM 200804 MasonryProds.pdf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 M Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. FL11473 RO AE SIM 200804 Mason ryProds.odf Created by Independent Third Party: Yes 11473.17 METAl2, META14, META16, Embedded Truss Anchor META Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 RO II SIM 200804 MasonryProds.pdf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 (TX) Impact Resistant. N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. FL11473 RO AE SIM 200804 MasonryProds.pdf Created by Independent Third Party: Yes 11473.18 MEFA20, META22, META24, Embedded Truss Anchor METAto Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 RO II SIM 200804 MasonryProds.pdf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 CM Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. FL11473 RO AE SIM 200804 Mason ryProds.pdf Created by Independent Third Party: Yes 11473.19 MSTAM24, MSTAM36, MSTCM40, Strap Tie for Masonry I MSTCM60 Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11473 RO H SIM 200804 Masonry P rods.pdf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 (7)0 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; FL11473 RO AE SIM 200804 MasonryProds.odf Created by Independent Third Party: Yes 11473.20 MTsm16, MTSM20 Twist Strap for Mason Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 RO II SIM 200804 MasonrvProds.odf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 (TX) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other. FL11473 RO AE SIM 200804 MasonryProds pdf Created by Independent Third Party: Yes VgwMnnw* of CWMMWWAM*W f WN& BUNAW Cade 3 WbW Cod" and StmAIrds 2555 Sknwrd Oak Boulevard Tallahassee, flordda 32394-2100 (880) 487 -1824, fax (850) 419 -84� � 2000 -2005 The SteOe of Florida. AU reserved. a Product App"wW Accepts: •• •• • • • • • •• • • • • • • • i i • •• • • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • •• ••• • • • • ••• • • http : //www.floridabuilding.org/pr /pr app dtl.as * � ai * '13 E 4,4v 12/18/2009 MIAM MAM MIAMI DARE COUNTY. FLORIDA MUMO -DADS FLAGLER BUIIAING BUILDING CODE - COMPLIANCE OFFICE'(BCCO) 140 NEST FLAGLER 3TREKI!, SIM 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.br> wdcenHne"mG Illinois Tool Works, Inc. / Buildex Division I" West Bryn Mawr Avenue. Itasca, IL 60143 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewers 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 (AM. This NOA shall not be valid after the expiration date stated below. The Miami- -Dade County Product Control Division On Miami Dade County) and/or the AW (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 AM 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: Tapcon Concrete Anchors with Advanced Thxeadform Technology APPROVAL DOCUMENT: Drawing No.064I' -Ml, Sheets 1 of 1, titled "Tapcon Concrete Anchors with Advance Threadform Technology" issued 06111 ft with last revision on 04/02107, prepared by Engineering Express signed and sealed by Frank 1:.. Bennardo, P.E., bearing the Mliamt Dade County Product Control Revision stamp with the Notice of Acceptance (NOA) number and approval date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Nonce LABELING: Each Box shall bear a permanent label with the manufactu ees name or logo„ city, state and the following statement: "Miami-Dade County Product Control Approved or MDCPCA ", 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 for termination and removal of NOA. ADVERTISEMENT: The NOA number prided by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature ff 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 atAN rWpW of rid kidding official. This NOA revises NOA # 05- 1020.01 and consists A-duss pq�&f � Aida * 0 ► -1, as well as approval document mentioned above. • • a • • • • • • • The submitted documentation was reviewed by Carlos M. Utrera, P.E. ••• ••• ••• ••: ••: •�• NOA No 07-0315.03 ° . • • • i i • • • • • • . • bVWklon Date: Augost 31, 2011 • • • • • • • • • • • • • • Aoroval Date: June 14,,M Page 1 . ... . . • • ••. • • Illinois Tool works,, Inc. / Buildex Division. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS: 1. Drawings prepared by Engineering Express, titled "Tapeon Concrete Anchors with Advanced Threadform Technology", Drawing No. O&rlWV -0001, issued on 06/21/06 with last revision on 04102107, sheet l of 1, signed and sealed by Frank L. Bennardo PE. B TEST: (submitted under NOA # 05- 1020.01) 1. Test report on Tension and Shear Resistance, Report No. 4I131 were for "Weres Tapeon Concrete/Masonry Screw Anchors " per ASTM E 488 prepared by Cel Consulting on 04/29/05, signed and sealed by L. W. Mattis, PE 2. Test report on Tension and Shear Resistance, Report No. 41131 were Supplement 6519 for Tapcon with Advanced Threadfmm. Technology per ASTM E 488 prepared by Cel Consulting on 05119/05, signed and sealed by L. W. Mattis PE. 3. Test report of corrosion resistance for fasteners, project No. IT W 003 -02 -01, 02, 03 & 04 for fasteners with Tapcon Plus, Silver Climaseal, Silver Ultrashield and White Ultrashield per ASTM G85 as noted on TAS 114(E) prepared by Cel Consulting on 10/22104 and 05/16/06 signed and sealed by C. L. Thomas PE. C CALCULATIONS: (submitted under NOA # 05- 1020.01) 1. Calculations of allowable loads for Tapcon with Advanced Threadfrom Technology, Project # 06417W -0001, prepared by Engineering Express on 06/22106 signed and - sealed By Frank L. Bennardo, P.E. D. QUALITY ASSURANCE: 1. Building Code Compliance Office. E STATEMENTS: (submitted under NOA # 05- 1020.01) 1. Code compliance letter issued by Engineering Express on 06/23/06, signed by F. L. Bennardo, PE. 2. No financial interest letter issued by Engineering Express on 06123/06 and signed F. L. Bennardo PE and notarized by D. N. Stuart on 06/23/06. E. OTHERS: 1. Tension and Shear Resistance Test per ASTM E 488, prepared by C.E.L Consulting, Report No. 71B153, signed and sealed by Lee W. Mattis, P.E. 2. Corrosion Resistance Test per ASTM G 85 as noted in TAS 114(E), prepared by PRI Construction Materials Technologies, Report No. PRI06241, signed and sealed by Charles L. Thomas, P.E. 3. Calculations Addendum on new Stainless Steel Anchors, prepared by Engineering Express, signed and sealed by Frank I;.�ennrtg,�P •• ••• •• • • • •• Carlos M. Utrera, P.L .. . . ... ... . ftoduct Control Emunhier • • • • • • • NOA No 014315.03 • • • • • • • PXphyJpn ]ate: August 31, 2011 • • • • • • •. • • • • • Approval Datc Jtute 14,2W7 E -1 • .. • .. • • • .. . I rwB dIdex TAPCON® with TM , a ..o 03 07 ADVANCED THREADFORM TECHNOLOGY CONCRETE & MASONRY ANCHOR GENERAL NOTES 1. THIS PROD= NA5 SEEN DFSIGNP.D &TESTED IN TEN I N AP TE is S O C ACITIES HEAR CAPACITIES v 3 NSION &S ACCORDANCE! LOCITY HURRICANE 20NEI AND T FOLLOWING Sf�7 �ShBID ON Ht9SEDMENTB FDt D18TMiCE O BASED ON EMBEDMENT & MW DWANCE k4 E486,AST G85, &TA9 IN FOtSINQLEANGHOR9 SINGLE ANCHORS Lieu— WHISHT MEDIUM- WEIGHT Q 2 12 c ANCHORS REPRESENTED IN TABLES f 4 ARE MANUFACTURED 2000 PSI 4000 PSI 5 000 PSI CMU SLOCC 12NU BLOCK FROM HEAT•TREATED STEEI. WITH AN ALTERNATING NIOH•LOW ANCHOR i+ OONC CONC CONC ANCHOR BODE $ ADVANCED THRFADFORM TECHNOLOGY AND SHALL HAVE DIAM EMSEO D15T` DUN EMBED DL4T T6N3ION . SHEAR TENSION SHEAR CANT COATINGS AS DESCRIBED BELOW: 1 Mm 141 b 141 b r st m i 1046 826 1699 •+ • SILVER& WHITEULTRASHIELD P 184% ,6Bm 2106 3/18• 1` a" 889 1 1016 t89m #� SLUE &SiLVERCUMASEAL 1• 243W 2769 316b r am 1986 202b 3. ANCHORS REPRESENTED IN TABLE S ARE OF 410 STAINLESS 3148" 1 11r 1 27Bm 2789 327b 0 s(4 1 • 4° Tom 1866 269 m STEEL ALLOY WITH AN ALTERNATING HIGH -WW ADVANCED 1476 THREADFORM TECHNOLOGY AND SHALL HAVE A C LIMASHIELD < 13/4" 1• 3689 360 b 3806 = •+ 0 CORROS ION- RESISTANTCOATIIVG. .17/0' 3869 4019 4. a URERIS MA IN INSTA LLATIO N INSTRU �' +e4m 2376 O �4 TENSION & SHEAR CAPACITIES WITH M ANUFAC ANUFACTURE0.5 PUBLISHED INSTALIATION INSTRUCTIONS 1" 1v • ,749 4956 AND THIS NOTICE OF ACCEPTANCE, 2 a 513m 4486 1886 183b 2374 I•• BASED ON EMBEDMENT & SPACING FOR S. CONCRETE SHALL CONFORM TO ACt 9015PECZFICA 8,86 PAIRS � EDGE MST PER WITH STRENGTH PROPERTIES AS SPECIFIED HERML HO AND V 1W 111r 2 54a b 4846 8466 � �* LIOMT- WELCNR TABLE 1, 3 OR 5 GROUT -PILLED CONCRETE BLOCK SHALL CONFORM TD ASTM C-W. z 1 46SIb _ 8439 80.96 ANCHOR C MU BLOCK 6. PILOT HOLES FOR ALL INSTALLATIONS SHALL HAVE DEPTH 1314• TENSIO 2 6089 .._. 6849 b O DIAM EMBPd SPACING N SHP.AR t 1/4• LONGER THAN INDICATED EMBEDMENT DEPTH AND DIAMETER 0 a $ = 3116• 1• 26lm As FOtLDw -V18' ANCHORS0.173V V V r 128 tab 9 2629 1/4* ANCHORS: 020416 Z r loam 288m 7 RE LCONSMTZNGTBSTREPCW#4W1 . ,� 113 SHEAR CAPACITIES 112• r ~ ( 4j29i2S 05j ,T4iSTiEPORT#4I1x— sumIREJT6519 '� a• 170b �Om • • ( S/ ISf200bIaTE51REPORr #SfB1�(tr1/31/2007L.AS WELL A6 H S�N� &EDOEDRTTAN �J •REFERTOwrAu_ATREGwFORDPPICILON SPAC9HGiRR � L� ••• • PRIASPHALTTOM WOLOGIES ,iYC.iE5T1!!3'ORTS$11W -002 -02.01 �J,J LLJ OFANCHORSPACAHGaEDGEDISTANCE TAME 2OR4 i8 • • (12J1J2 AtNBYf- 003 -02-02 (611051 9ITW- 003 -02 -03 'fir 2.000 PSI 4,000 PSI 1 8,000 PSI REWH EIdENTS FOR PAIRS OFANCHORS $ d (8113120. & #1T9&�- 003 - 02.04 (8/1 6), AND PRI +"' p(�AM� EMBED DIET CONC CoNC i CONC UP • e$ 00* • CO - 004- 0p2.01(l 14 INUAL8 TSC6iNOLOCHH6, TNC TEST REPORT J 1S 6 1809 1606 Z PN & ANC 0 #ITW- 004 - 201(111/2006» • • 1. • HEA'[ TWLE •TICS ¢ 4 18+6 1819 20- $ 3118• 1 1 ••• cC 1b �m I �m TENSION &SHEAR CAPACITIES • • • BMBED O so - "WWvvvv - 0 13/2• 2 ua � m BAs ®ON ENBEDI4ENF & EIXHE DISTANCE , - • • • • W 9 SP!EAD • FLAT _ • C8 HMA�RIQNGS i. 11•b 310 b 310 m 0 30� PSI MEDIUM - WEIGHT di • • T I I - - 7 0 9• 2S7m 3406 =1b = ANCHOR � DW I O N I— CIW BLOCK no • • •• •• =1b 3809 4986 � DIM EMBED TENSION SHEAR T78+GIC4 51♦EAR ••• • 114• 11/2' 7 1• 1H74m i60b 876 726 • • • •••• R r 8886 417 lb 4176 1• • 13/4' 1 =10 m 8006 � Q. 1849 25,6 876 � 1249 • • • • •• • • • • • • • r 4216 462 m 8006 3118. 1 3889 1699 MAXTB¢ET�C SCOTS STAINLESS STEM. PHILLIPS HEAD 0 W 21/1 37s 9 9846 • • WASH%HENb * HEAD WUH WA WR MARKINGS = 1° 11179 1286 689 849 • • (� 1• WE; : 3016 569 loom ... �TL� •. . ( ( TENSION & SHEAR CAPACITIES va• 1 1 3449 2149 MR PAIRS OF ANCHpt�& SPAS 21/r - Wow 8189 9 9 ..� 2 •FU PERTODETAILUNDERTABLE4FORDEPIOTIONOF EDGEINSTANCE UJ ANCHOR TENSIO4 SHEAR ouM e TTV {� HE }— EMBEDMENT LENGTH 4taEO SPACING SO lb WACITY I TABLE NOTES: IC -t-f 0' r 27,9 140 9629 I" DESMCAPAMIMSHOWNAITABL ESABOMEFMOMMEM4NGTLOMMASM1FEIY VARIES - THREAD LENGTH 81/47 jam 0 3509 0.81 FACFOROP4:1 0.205'(3/16% 3/16• 1112" 99 r y 6369 1.00 9ffib 1.00 b1ZST EDGEDSHALLWMIH STA SPAC BDEVOIEDHEMSWLLLBEfH4T lt- 7OaMA8W T0{EMBL 13/4• 841m _ 0S 4486 Elm 3. A ANC LMAMII4B"C)F12Dlfi4ffn 5ONiWMR7L=%AMD=OAPAMT ADVANCED THREADPORM TECHNOLOGY 3• 8899 1.00 4746 tw � � M� �� INT� &4rtmnr MII- T a � �� 1 , r 2816 0.78 4476 aN C I.IPM11VI<3+POtA'DONMAYBE �NSTANCEAND96YC6V0 7WffMMIND7tMAND r 8456 0 A0 8006 , MAi010 SH0WNIN TAPCON WITH ADVANCED r asset 6.72 ,i9 a� 4�1s4ATWwLSHaa+SMareEaalAU� 1 THREADFORM TECHNOLOGY 1!a• 1 ur a• 74x9 ,m 7636 +m � 2 BE>a�mlu B I4 L1 AAN ) 1314' r 8119 0: 4H7m 0.80 DI�TOREDUC�EOGED$TNVC£ 1:15CA ( �SHALLCONI�t04T0ASMCSO�APIDSiNLL 9 1 LE SIDE VIEW 4' 8866 t 11449 1.00 HOl1aN A4B9AW.� . • REFER TO DETAIL UNDERTABLE4FORDEPIOTIONOF ANCHOR SPAONO OU DINEZEY>s3PC+ & EDGE DWANCE RROMMEMENTS FOR PAIRS OFANCHORS • 0=6= BR OHVQIY > 117PCF & OITT0661MrtQHAR EnprAC3PUBLEtORt6E UU M 1A M tDADE MIAMI DARE COUNTY, FLORIDA _ WIRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGIM STREET, SUM 1187 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2909 NOTICE OF ACCEPTANCE (NOA) www.buildingcodeonline.com United Steel Products Company. 14305 Soudwron Drive # 2W. BUrnffVW MN SS306 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 Jwisdictien (AM. 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 AM (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. N this product or material fails to perform in the accepted mFamuer, the mantifacturer will incur the expense of suc* testing and the AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC 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 a approved as described herein, and has been designed to comply with the Florida Building Code including the high velocity Hurricane Zane. DEscRwnoN: JL, Jus, ssH & HJc Jest Hangers. APPROVAL DOCUMENT: Drawing No MD0207, titled "Face Mount Joust Hanger" prepared by United Steel Products Company, sheets 1 and 2 of 2, dated 42147/07, with no revisions, signed and sealed by Robert W. Lutz, 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: None 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 or MDCPCA ", unless otherwise noted herein. REAL 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 perfe 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 NO& ADvERToEMENT: The NOA number preceded by the words mami Dade County, Florida, and followed by the expiration daze may be displayed in advertising literature. N 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 tdre it 9f ft BMil4ing This NOA renews NOA # 06. 0601.03 and consists of thisA t f i E-1, as well as approval document mentioned above. • • • • i • • i • • • i • i • • • The submitted documentation was reviewed by Carlos h4V Utrera, P.E. • • • • • Soo • • • NOA No: 07. 024.20 ° •. • .' • . • • bOU Date: June 04, ?All Egli f • • • Approval Date: May 3l, 2007 • • Page 1 ••. • . • . ••. . . • • • • • • • • • • ••• • • • ••• • • United Steel Products Company. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS 1. Drawing No. MD0207, titled "Face Mount Joist Hanger" prepared. by United Steel Products Co., sheets 1 and 2 of 2, dated 02/07107, with no revisions, signed and sealed. by Robert W. Lutz, P.E. B TEST Test reports on wood connectors per ASTM D1761 -88 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. Report W Wood Connector Direction Date 1. 06 -6047 JUS24 Upward & Down 10/09/06 2. 06 -6048 JUS26 Upward & Dawn 1011210 3. 06 -6049 JUS28 Upward & Down 10117106 4. 06 -6050 JUS210 Upward & Down 10120106 S. 06-6062 JI 24 Upward & Down 10/30/06 6 06 -6063 JL26 Upward & Down 11/01106 7. 06 -6064 JL28 Upward & Down 11/03106 & 06-6065 JL210 Upward & Down 11/06106 9. 06 -6066 SR.H26 Upward & Down 11/13/06 10. 06-67 IUC26 Upward & Down 11/22/06 1L 06 -6068 HJC28 Upward & Down 12101/06 C CALCULATIONS 1. Farce Mount Hangers Series Calculations prepared by United Steel Products Co., signed and sealed by Robert W. Lutz, PY– D STATEMENTS 1. No Financial Interest Letter issued by United Steel Products Co., dated January 26, 2007, signed by Robert W. Lutz, P.E. 2. Letter of Code Compliance issued by United Steel Products Co., dated January 26, 2007, signed and sealed by Robert W. Danz, P.E. 3. NOA Renewal Request Letter issued by United Steel Products Co., dated February 2, 2007, signed by Robert W. Lutz, P.E. 4. Code Compliance Letters issued by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. .• ••• . . • . . •• • •• • • • • ••• • • • • • • • • •• ••• •• • • • •• Carlos M. Utrera, P.E. Product Control Examiner •• • ••• ••• ••• NOA No 07-0214.20 • : : • ' •' .' . .' EtCplration Date: dune 04, 2011 • • ' • ' • ' nproval Date: May 3l, 2007 E -1 . . . . . . . . . . . .. •• . • . •• .. ... . . . ... . . PRODUCT DIMENSION FASTENERS ALLOWABLE LOADS GENERAL NOTES CODE GAUGE DOWN UPLIFT (160X) W H D A HEADER JOIST I, Si'EE1. SHALL CONFORM 7D ASTM A633, STRUCTURAL GRADE 33, U.O.N AND HJC26 12 7/8 3 5/8 3 1/41 3/4 P. rAAST� �' � E MMS OTHERWISE NOTM C1 1 16d Ci2} lOd 202Q 1975 a TOWABLE UPLIFT LOADS HAVE BEEN LASED s, A SHORT TERM HJC28 12 5 7/8 J 6 3/413 1/41 3/4 DURATION FACTOR OF sox FOR WIND LOAD CONDITEX 4. ALLOWABLE DOWN LOADS ARE NO INCREASED BY SHORT TERM 1. PUBLISHED LOAD IS FOR TOTAL QF HIP AT 45 DEGREES AND JACK AT 90 DEGREES COMBINED. 3URAn•I S. ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN S. 2. MINIMUM HEADER THICKNESS SHALL BE 2 INCHES FOR 16D NAIL SPECWZATBIN8 FOR WOODS L'014STRUCTIM 20M EDITION 3. ALLOWABLE DOWN LOAD LISTED IS AT 1007. DURATION OF LOAD. Dr A=RDANCE VrVH AM D176L 6. LUMBER SPE=S IS SOUTHERN PDT. Y HJC • • • TVqCAL HJC MTALLATION • • •• • • •• ""' "" DIVENSIgN FASTENERS ALLOWABLE LOADS AQODUCT GAUGE DOWN UPLIFT (160%) :4= •••••• • •• H D A HEADER JOIST 1 1/8 T 3/4 1 () 10d (2) 10d 745 N/A JUS2 • 8 • 9/16` 4 13/16 1 3/4 1 gl;�IbL +1:9'1 515SE 8 1 9 16 6 11/16 1 3/4 i 119"o t"Y'nwftyhI,Raft 0 8 L j"6 7 13/16 1 3/4 1 I(e) C4) lOd jW. ,f. LYE rL +:6s nr•, 1P Speclfled toW nalls .shall. be Installed at 30 to 45 degrees horizonuLty such that they }l '� e 1! .. pspetrate thrpugh 44Q erp of the joist and Into the header. 2. Minimum hemie" thickness shall be 1 3/4 Inches for 10d nails. 3. Allowable *DOWN' load listed Is at 1007. Duration of load. k�i t e I`radurl 4. Uplift Load listed as N/A had uplift capacity less than the required 700 pounds. UNITED STEEL PRODUCTS COMPANY " 703 ROM DRIVE, M WGUWM, K 56069 PHnNE mm 364 -7333 NAME, FACE MOUNT JOIST HANGER ©� D u _/•,/+Fj 02107/07 ROBERT W. LUTZ fi PROFESSIONAL ENGINEER <STRUCTURAL) Jus FLORIDA REG. NO. 55409 SH>:I z 2 DRAWING # 1 MD0207 MDADE TYPICAL JUS WSTALLATIM PRODUCT DIMENSION FASTENERS ALLOWABLE LOADS CODE GAUGE DOWN UPLIFT [160%) W H D A HEADER JOIST SKH2 6 1 9/16 5 1/4 1 7f 1 /i (6) 16d (6) 10d x 1 1/2 900 870 1. Miter cut required on end of Joist to achieve atlowable loads. GENERAL NI7TESt 2. Minimum header thickness shalt be 2 inches for 16d Halls. L STEEL SHALL. CONFORM TO AM AM. STRLLIWAL GRADE 3% ua" AND A HDID M GALVAM M COATM OF O-9a 3. Allowable DOWN toad listed Is at 100% Duration of toad. z FASTENERS ARE CM OM VIBE NAILS INLESS OTHEMCM NOTED. 4. SKH26 Is skewed Right and Left. TM r Or � FOR Lvirm EK 4. ALLOWABLE DOWN LOADS ARE NO INCREASED BY SHORT TERM MMTMN FACTOR. S ALLOWABLE LOADS ARE BASED 13N THE NATIMM DESIGN D SPECIFICATIONS FOR WOODS CONSTRUCTION EM EDITH IN ACCORDANCE WITH ASTN 8176L A 6. LUMBER SPECDES IS SOnMW PD& • � • o • � o H e i e •• • W • • • • • • • • • 3KHE6L • TYPICAL SKM VASTALLATICA ° 00•909 00.0 , • • • •0.000 P;*O*** •• .DIMEaSiQR * FASTENERS ALLOWABLE LOADS Cak= GAl1GE! DOWN UPLIFT (160%) ° * 00 0 1 04 • • • H D A HEADER JOIST lMti`"B'�Ji� J &4••• 2 1 9 3 1 1/2 15/i6 (4) 10d (2) 8d x 1 1/2 490 N / r�fyta J / 4 3/4 1 1/2 15 /16°Cfsa l�:sa 5L28 ° 1 j7rrq 6 3/8 11 1/2 15/16 TL x j 0•. 20 ••• 1 91'6 8 1/4 1 1/2115/161<14> (8) 8d x 1 1 /2 1. Minimum header thickness shall be 1 3/4 Inches for 10d naps and 2 Inches for 16d nails,cTai�r 2. Allowable DOWN load listed Is at 100X. Duration of load. 3. Uplift Load Listed as N/A had uplift capacity less than the required 700 pounds. UNITED STEEL PRODUCTS COMPANY 703 ROOS DRIVE, MINT151 MERY, MN. 55069 PHONE 0307) 364 -7333 n ° NAME, FACE MOUNT JOIST HANGER �{ DATE, ROBERT W. LUTZ C` /a � /C � PROFESSIONAL ENGINEER (STRUCTURAL) TYPICAL JL96 -2 INSTALLATION ,� Q� FLORIDA BEG. NO. 55409 JLE6 -E 1 ! SHE2 OF 2 DRAWING # 1 MD0207 MDADE MIA M FD MIAMI -DARE COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) I* WEST FLAGLER STREET, BUTTE 1603 PRODUCT CONTROL DIVISION MAW FLORIDA 33MI563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www rr aade4lom ►»lldbwpo le United Steel Products Company. 14305 Southcron Drive # 2100 Burnsville, MN 55306 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of Conte Won materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and ac by the Hoard of Rules and Appeals (BORA) to be u in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AEU). . 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 AM (in areas other than Miami. Dade County) reserve the right to have this product or material tested for quality assurance purposes. V this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by Miami Dade county Product Control Division that this product or material faits to meet the requirements of the applicable building code. 'Phis product is approved as described herein, and has been designed to comply with the Florida Building Code including the Mgh velocity Hiari icane Zone. DESCRIPTION: Jaw Hangers JUS Series and Fmmmg Awo JAW Series APPROVAL DOCUIYIENT: Drawing No. JUS/JAw sheet 1 of 1, dated 02/15/07 with no revisions, prepared by United Steel Products Company signed and sealed by Robert W Lutz, 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 IVICSSI[LE IwACT RATING: None 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 or MDCPCA ", 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 camnphy with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words AiamiDade County, Florida, and followed by the expiration daft may be displayed in advertising literature. N 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 isthe of the $umMdimig,0fficial. This NOA renews NOA # Ohs - *0.10 consisting A f tins ppgg 4jenc�en�'ee Ul & approval document . . mentioned above. • • • . • . 0 • • • • • • • The submitted documentation was reviewed by Carps M Utrera, P.R. " ••• ••• ••• NOA No: 07-041901 • • kapirafion Date: July 09, 2012 • ' : :Approval Date: July 19,2W7 Page 1 ... . . . . .. • . . • . . . • . . . . • . •. .. . . . .. .• ... . . . ... . • ' r United Steel Products Company. NOUCE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS 1. Drawing No. JUSUAM1P, sled 1 of 1, dated 02/15/07 with no revisions, prepared by United Steel Products Company signed and sealed by Robert W. LuM P.E. B TEST Test reports on wood connectors per ASTM D1761 -0 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. Report No. Wood Connector Dhvetion Date 1. 06 -6119 JUS26 -2 Upward & Down 12(13106 2. 06-6120 JUS28 -2 Upward & Dow 12/08106 3. 06 -6121 JUS210 -2 Upward & Dow 121006 4. 07 -6164 JA3 Fl, F2 and F3 02101/07 S. 07 -6165 JA5 Fl, F2 and F3 02(027 6. M-6166 MPAI FI, F2 and F3 02WJ07 7. 07 -6167 MP34 F1, F2 and F3 02/26107 C CALCULATIONS 1 JUS/JAIMP Series Calculations prepared by United Steel Products Company, signed and sealed by Robert W. Lutz, P.E. D STATEMENTS 1. No Financial Interest letter issued by United Steel Products Company, dated 04AW07 signed by Robert W. Lutz, P.E. and notarized by Loretta. A. Parker. 2. Code Compliance letter issued by United Steel Products Company, dated 04/04/07, signed and sealed by Robert W. Lutz, P.E. 3. NOA Renewal Request letter issued by United Steel Products Company, dated 04/04!07, signed by Robert W. Lam, P.E. 4. Code Compliance letters issued by Product Testing, Inc., singed and sealed by C. R. Caudell, P.E. Parfas ..... .. . .. .. . .... ..... . . ..... . M. Utners, P.E. Product Control Eaandoer •• • • •.• •00 so* NOA No 07-0419.01 i • i i * •' •' � Date: J* 09, 2012 : • • : • . :Approval Date: July 19, 2007 E -1 . . . . . . . . . . . •• •• . • . •• .. .... . . ... . . JUS JOIST HANGER PRODUCT DIMENSION FASTENERS ALLOWABLE LOADS (LBS) A o GAUGE DOWN UPLIFT (160%) CODE p W H D A HEADER JOIST o� JUS26 -2 18 3 /8 5 1/4 2 1 JUS28 -2 18 3 1/8 7 1/4 2 1 JUS210- 18 3 1/8 9 1/4 2 1 t6d <6) 16d 2va 1605 JUS46 18 3 5/8 5 2 1 Ic4 19d (4) 16d 1185 1040 N JUS48 18 3 5/8 7 2 1 (4) 16d 1480 1290 TYPICAL JUS INSTALLATION o JUS410 18 5/8 9 2 1 C6> 16d 2070 1605 JUS26 -3 1S 4 5/8 4 1/2 2 1 (4) 16d 1185 1040 JUS28 -3 18 4 5/8 6 1/2 2 1 (4) 16d 1480 1290 JUS210- 18 4 5/8 8 1/2 1 (6) 16d 070 1 605 I. Minimum header thickness shell be 2 inches for 16d nags. JUS 2. Speci fied Joist n ls 1 be Installed at 30-40 degrees horizontally such that they penetrate the ,Joist and into the header. • • • • •�•� • "• MP & JA FRAMING ANGLE CONNECTORS • • ' " '• ••• • DIMENSION FASTENERS FI (LBS) F2 (LBS) F3 (LBS) • • o # • • o ' • CODE PRODUC GAUGE 100% 160% 100% 160% 100% 160% ••• •� • •• .�i , �• H H D A HEADER JOIST D &L WIND D &L WIND D &L WIND • • • �•' • •..' JA3 14 3 2 1/2 2 1/2 (4) 16d (4) 10d x 1 1/2 466 466 608 716 171 171 • • • . • JA5 14 5 2 1/2 2 1/2 :. ' • • •• • MP34 18 1 2 13/16 1 3/81 3!8 " • • • , .... 00 MPAl I 18 1 4 1/2 11 3/81 3/ 65 779 1291 p • • • • • • 0 s*:*** % I. Mhbwn header thickness shall be 2 Inches for 16d nails, and 1 1/2 inches for all others specifled. ' • 2. Load values are for framIng argyles Installed singly, and may be doubled If Installed In pairs. •' • 3. The ,joist shall be a r4W*vjn of 1 1/2 Inches thick. • &cannot be used In this direction for wind uplift. reft FBC 2321.7- nWmun uplift a 7001bs. ^ TYPICAL MP INSTALLATION UNITED STEEL PRODUCTS COMPANY 2 JA INSTALLATION SIMILAR. 114M ou mnD"Sd620LBiwa0s,MN55 OB PH (90 MMI. PKODU`~TR''r`L NAMES FACE MOUNT JOIST HANGER GENERAL NOTESi vs complying wruhthoFkedA* l�Z:fldji?aC AND FRAMING ANGLE �,� L STEEL SHALL CONFORM TD ASTM A8S3, STRl7CTURAL GRADE 33,ULl�1 P.itY"G'iuiCO 3VSd ' �{ AND A MDOMi81 WLLVANZZED COATDA'i l� G-9a 6 DATEi P. FAS70MM ARE Chi WIRE NAILS UN= GTHOMME NOTED. $: 2/15/07 ROBERT W. LUTZ a W.11VABLE W UFT LOADS HAVE BEEN WWASEB K A OCR TERM PROFESSIONAL ENGINEER (STRUCTURAL) MMT FACTM W 60 VbM LOAD CONDrrM 1. NO FLg2T U D ALLOWED. FLORIDA DDO ° FLORIDA LICENSE. NO. 55409 AL 4. UOWAZZ.DIM LOADS ARE NOT D CW-o= BY SHM TERM j.¢'- ,n g 16@ B WABLB LA ALIA ARE BASED ON THE NA MAL MM SHEETS sPEaFD:ATIOM RM WMD CIiN7ffiX1 l 2001 EDTIYON, FOR $ 1 OF 1 DRAWING # n JUS A MDADE IN AMM"AME WITH AST" 11176E M I A M 4DADE M AW DADE COUNTY, FLORIDA - MgMO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OM CE (BCCO) 140 WEST FLAGLER STREET, SUITE 1107 PRODUCT CONTROL DIVISION MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.meimi avil►udldiinacode United Steel Products Company 14395 Sauftross Drive #209. Burnsville, MN SSW 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 bade County) and/or the AM (in.areas other than Miami Dade County) reserve the right to have this product or maternal tested for quality assurance purposes. If this product or material fags to perform in the accepted mmner, the manufacturer will incur the expense of such testing and the AHJ may unmediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is deternuned by Miami Dade county Product Control Division that this product or material fads to moot the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Heigh velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Wool Connectors'PAU" & `C' Series. APPROVAL DOCUMENT: Drawing No-1W42, titled'"PAU SERIFS (Post Anchors) & C SERIES (Post Caps)" prepared by United Steel Products Company, sheet 1 & 2 of 2, dated (X1/3()/03, with no revisions, signed and sealed by R. W. Lutz, P.E-, bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance (NOA) number and approval date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Now 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 wise nod heroin. 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 rmternals, 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 tt 4uett of ft INK* Official This NOA renews NOA # 03 WOWS and consists bf this pbghx eyicjer e e E-1 & approval document mentioned above. 0 0 • • • • • • : • The submitted documentation was reviewed by Carlos ATU4k Pte. ' • • • • • • 00: • • • NOA No: 07. 0306.06 • • • 0 • • • Exihmflon Date: May 0 2 ©Y • • • • • • • • • Ayprovai Date: June 97, 2007 • • • • Page I ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • United Steel Products Company NOTICE OF ACCEPTANCE:. EVIDENCE PAGE A. DRAWINGS 1. Drawing No. 100-02, dated 04/30/03, sheets 1 & 2, with no revisions, prepared by United. Steel Products Company, titled "PAU SERIES (Post Anchors) & C SERIES (Post Caps) signed and sealed by R. W. Lutz, PE. B. TESTS (submitted under NOA # 03- b508.05) Test reports on wood connectors per ASTM D1761, signed and sealed by C.R. Caudel, PE. Laboratory Report Wood Connector Direction Date 1. PTI # 013345 PAU 66 Up & Down 10131/01. 2. PTI# 013344 PAU 44 Up & Down 10/29/01 3. PTI # 01 -3348 C 66 Up & Perpdclr 10/08/01. 4. PTI # 01 -3347 C 46 Up & Perpdclr 10/05/01. 5. PTI # 01 -3346 C 44 Up & Perpdclr 10102!01 6. PTI # 02 -3921 C 88 Parllel & Perpdclr 01/17/03 7. PTI # 034301 C 88 Upward 04 /15/03 C. CALCULATIONS (submitted under NOA # 03 -0508.05) Calculated Capacities prepared by IL W. Lutz PE. Product Model No. of Pages Date Signature 1. C44,46 & 66 1 through 5 12/20/01 R. W. Lutz, PE. 2. PAU 44 1 through 5 12/21/01 R. W. Lutz, PE. 3. C88 1 through 3 04/09/03 R. W. Lutz, PE D. STATEMENTS (submitted under NOA # 03 -0508.05) 1. No Financial Interest letter issued by USP Lumber Connectors, dated 01/18/02 signed by R. W. Lutz, PE. and notarized by R. Radabaugh 2. Code Compliance letters issued by USP Lumber Connectors, dated 01/18/02 & 04/30/03 signed and sealed by R. W. Lutz, PE. 3. No Financial Interest letter issued by UPS Lumber Connectors, dated 04 /30103, 4. signed by R.W. Lutz, PE and notarized by G. P. Gunkel. E. OTHERS 1. Code Compliance Statements and Revised Calculations prepared for United Steel Products Co., signed and sealed by Robert W. Lutz, P.E. .. ... . . . . . .. • . . .. %: .. . . .. .. . . . . 0 . . SO M. Utrera, P.E. Prodiid Control F sminer • • ' '.. "' • • • NOA No 07- 3006 • • : : gViratbn Date: May 02, 2012 • • • . ' . approval Date: June Ill, 2007 . . E.1 ... . . . . ... . . . ...... . ... ...... . .... .... . . .... . GENERAL NOTES 11 STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVINIZED COATING OF G90, 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED, 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A SHORT TERM DURATION • FACTOR OF60% FOR WIND LOAD CONDITION, WASWR NO FURTHER INCREASE IS ALLOWED ° dO PAU T `4. ®/ 4) ALLOWABLE DOWN LOADS ARE NOT INCREASED ° BY SHORT TERM DURATION FACTOR. 'O ° S> ALLOWABLE LOADS ARE BASED ON THE NATIONAL • 11 DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION H • . • �� 2001 EDITION FOR SOUTHERN PINE (G= 065 OR BETTER AND MOISTURE CONTENT OF • 19`/. OR LESS). ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM D1761. 6) PENETRATION IS ASSUMED TO BE 2" INTO WOOD, PAU POST ANCHOR W/ BOLT SERIES ••••• �••••• • • 16 OR 12 GAUGE STAND —OFF �• • :.:.•: 10 GAUGE SUPPORT COVER •�••• .. „ ., 10 GAUGE WASHER DIMENSIONS FASTENER SCHEDULE ALLOWABLE LOADS CLbsJ •• ��•' POST IBEARING UPLIFT (160%) •••••• ANCHOR NAILS BOLTS •? CT F�dST�COLUMN '. 100 ', SIZE L1 L2 H L BOLT NAILS BOLTS 'J. •�•••. P U44 • 4•x 4 3 - 9/16 3 5 - 7/16 3 C1) 518 C12) 16d C2) 1/2 .6885 1825 1.825 * :r G P 4U66 1 6 x 6 5 -9/16 5 2 -7/8 2 -7/8 Q) 5/8 (12) 16d (2) 1/2 14,300 1 2425 2425 UNITED STEEL PRODUCTS COMPANY Qjwc ` sww 1410$ 8otitc h m DfW% 8uibs 200. BumwAe, MN 55306 PH ( 964 898 -8661 ,=ffiw PCB irit C NAMES PAU SERIES Etpi :aria. s ° °° ' � (POST ANCHORS) DATEt ROBERT W. LUTZ 2/2I107 PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA LICENSE, NO, 55409 SHE1 T OF 2 DRAWING ## s 100 -02 MDADE 6 C88 4 K C88 4s i• ••i •• • • •• C POST CAP SERIES • • •••. ••• ' 18 GAUGE GALVANIZED (TYP) ••`�BUC� DIMENSIONS IFASTENER SCHEDULE ALLOWABLE LOADS Ubs.> • Ea£ Code • •• ••• DESCRIPTION (160 %) •• 'mm Pf • • • fattra • CODE CT W1 W2 Hl H2 I Li L2 POST BEAM Fl F2 UPLIFT •• 4 4 x 4 POST CAP 3 -9/16 3 -9/16 2 -7/8 2 -7/8 3 -1/4 3 -1/4 (6) 16d (6) 16d 860 860 820 } 6 4 x 6 POST CAP 3 -9/16 5 -1/2 2 -7/8 2 -7/8 5 -3/8 3 -1/4 (10) 16d (6) 16d 950 950 745 • { s • 66 6 x 6 POST CAP 5 -1/2 5-1/2 2 -7/8 2 -7/8 5-1/4 5-1/4 00) 16d (10) 16d 11690 1690 870 .. •••• ::l 8 x 8 POST CAP 17 1/2 17 1/2 1 5 1 5 7 3/8 7 3/8 1 (16) 16d 1 (10 16d 12340 3225 1125 • •• • CENEN-AL. NOTES 1) STf',:"- -HALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVINIZED COATING OF 090. 2> FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE 3> ALLOWABLE UPLIFT LOADS HAVE BEEN UNITED STEEL PRODUCTS COMPANY INCREASED BY A SHORT TERM DURATION 14306SouBf D*^guftg0M BUmvvft MN 5M PH C9= 8864651 FACTOR OF 60% FOR WIND LOAD CONDITION. NO FURTHER INCREASE IS ALLOWED. NAME C — SERIES 4) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (POST CAPS) 2001 EDITION FOR SOUTHERN PINE DATEi (G= 0.55 OR BETTER & MOISTURE CONTENT OF 2/21/07 ROBERT W. LUTZ 19'l. OR LESS. ALL TESTS PERFORMED IN ACCQRDANC WITH ASTM A1761, PROFESSI ENGINEER (STRUCTURAL) 5) PENETRATION ASSUMED TO BE 2" INTO WOOD. FLORIDA LICENSE. NO. 55409 � ,� g 6s Fl LOADS PARALLEL TO WALL. 7) F2 LOADS PERPENDICULAR TO WALL. SH 2 2 DRAWING # = 100-02 MDA 8 O ) ALLOWABLE L1)!ADS FOR UPLIFT, Fl & F2 ARE NOT TO BE COMBINED. a'� Post Anchors - PAU44, PAU46, & PAU66 series m Concrete Anchor Diameter. SW Refer to the current USP Full Line 100% Uplift: PAU44: 1760 lbs. Catalog and Anchoring Systems PAU46: 1760 lbs. Catalog for complete information. PAU66: 1785 lbs. Min. ft = 2001 psi Installation 1— Minimum End (c2) and Minimum Edge (c,) Dist. for Stemwalis (W Product Embedment End Anchor Distance Distance Capacity Pbs) CIA -GEL 7000 1 -7/8' 1 -3/4' S' 1900 CIA 5 - 5/8" 1 - 3/4' 5' 2500 DUC WA NIA N/A N/A I N/A Installation 2 — Minimum End Dist. (cz) and Minimum Edge (c,) Dist. for Slabs Product Embedment End Anchor Distance Distance Capacity (Ibs) � CIA -GEL 7000 2-1/2' 1 -3/4' S" 1900 .�°,�.,,. CIA 5 -5/8' 1 -3/4' S' 2554 - 1 , ZZc . DUC WA N/A N/A N/A N/A Installation 3 — Minimum Edge (c,) Distance only in Slabs,, ,+,♦ dnrent End Anchor Product Embe Distance Distance Capacity (Ibs) CIA-GEL 7000 2 -1/2' 1 -3/4' S" 1900 CIA 5 1 - 3/4' 5 -5 /8" 2625 DUC N/A N/A N/A I N/A N/A x Installation 4 — No Minimum Edge or End Distance In Slabs Product Embedment End Anchor Dim Distance CoPacilY (on) CIA -GEL 7000 2-1/2 1 - 7/8' 5' 1.940 CIA-EA 4 -1/2' 4 -1/2" 5" 2895 DUC 58 -450 4-1/2' 4-1/2' 5" 1 5460 Capacities for connectors are taked from the current USP Full Line Catalog. Refer to USP's Full Line catalog for all requirements and Information including code report numbers, proper installation, post thickness, deflections, etc. 100% Uplift load capacity for the connector and the anchors listed above have not been Increased for short -tern loading. Allowable capacities for most products may be Increased In accordance with Section 1612.3.3 of the UBC of Section 1605.3.2 of the 2000 IBC for wind and selsmlc loading. Please refer to the latest technical information and ICCfiCBO ES Reports for load Increases aim for each product. Installation 1 installation 3 C2 C2 r-IT w C i C (nutallation 2 • • • so* i i Inloq 4 • • •• • • • • •• • C2 0*6 C� •• • • ••• ••• •• C1 • • • • • ♦ • R i • 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -89726 ', I nspection Number: INSP - 143934 Permit Number: EL- 1 -10 -31 Inspection Date: May 18, 2010 Permit Type: Electrical - Residential Inspector. Devaney, Michael Inspection Type: Final Owner: LEVINSON, GARY Work Classification: Addition/Alteration Job Address: 186 NE 108 Street Miami Shores, FL 33161- Phone Number Parcel Number 1121360090010 Project: <NONE> Contractor: ALWAYS ON ELECTRIC Phone: (954)753 -8383 Building Department Comments RENOVATION OF EXISTING RESIDENCE & GARAGE CONVERSION Inspector Comments Passed Failed El Correction Needed ❑ Ig Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid For Inspections please call: (305)762 -4949 May 19, 2010 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 tU Inspection Number: INSP - 132817 Permit Number: DS- 1 -10 -29 Scheduled Inspection Date: May 19, 2010 Permit Type: Driveways /Sidewalks/Siabs Inspector: Bruhn, Norman Inspection Type: Final Owner: LEVINSON, GARY Work Classification: Addition /Alteration Job Address: 186 NE 108 Street Miami Shores, FL 33161- Phone Number Parcel Number 1121360090010 Project: <NONE> Contractor: LEADING BUILDERS, INC Phone: 9541605 -3617 Building Department Comments Inspector Comments Passed Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 18, 2010 For Inspections please all: (305)762 -4949 Page 6 of 29. aka Ut �s* Miami Shores Village 10050 N.E. 2nd Avenue "'• °' Miami Shores, FL 33138-0000 ' Phone: (305)795 -2204 r _. , : f , . • .. Expi ration: 07/12/2010 Project Address Parcel Number Applicant 186 NE 108 Street 1121360090010 MSHORES LLC Miami Shores, FL 33161- Block: Lot: Owner Information Address Phone Cell WHORES LLC 1451 OCEAN Drive (305)984 -1099 MIAMI BEACH FL 33139 - Contractor(s) Phone Cell Phone Valuation: $ 6,000.00 L EADING BUIL DERS, INC 954/605 -3617 Total Sq Feet: 0 Approved: In Review Available Inspections: Comments: Inspection Type. Date Approved:: In Review Final Date Denied: Sidewalk Type of Work: DRIVEWAY Additional Info: Landscaping Bond Return: Classification: Residential Foundation Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.60 Invoice # DS -1 -10 -36761 Education Surcharge $1.20 05/17/2010 Credit Card $ 197.60 $ 0.00 Permit-fee $150.00 Revisibn'Fee $35.00 ScannN Fee $3.00 Technoidgy Fee $4.8 Total;, $197.60 -• 1 r...a f_a f -f f�rv. C:7 In consileration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaidiiib 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 taws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated C.7'. May 17, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy May 17, 2010 1 Miami Shores Village ,x Budding Department E OV 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 JAN 0 7 2310 INSPECTION'S PHONE NUMBER: (305) 762.4949 ' 13UILI)ING Permit No. DS I 0 PERMIT APPLICATION Master Permit No. oq � q FBC 20 Permit Type BUILDING ROOFING. Owner's Name (Fee Srriulplle Titleholder) Phone # Owner's Address l KIP 16C City � State Zi p Tenant/Lessee Name ` Phone # Email Job Address (where the work is being done) City - Miami Shores Village County . -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone N � Contractor's Company Name 4 �+Ja a k1 W s Phone # 0�_ 3 61 7 ] Contractor's Address �� a Jl�Zt1. City ( State Zip�� '/ Qualifier Name _ )i_1 Phon #_ J� �' 74 ( 7 Registratio No. rF� a � 7 8 Q State Certificate or Re Certificate of Competency No. ' _ Contact Phone E -mail Architect/Engineer's Name (if applicable) Phone # { ' Value of Work For this Permit $ 6 0 0 ✓ Square/ Linear Footage Of Wo Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace El Demolition Describe Work: ivt Submittal Fee $ Permit Fee $ (� p u CCF $ CO /CC .$ i Notary $ Trainine/Rdiieation Fee $ I ` Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee$ Violation date: j' Structural Review. $ Total Fee Now Due I(Do See Reverse side —� I 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 trade 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 F OR 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 p ted notice, the inspection will not be approved and a ection fee will be charged.. Signature EdfA � U-C Signature er or Agent Contractor The foregoing instrument was acknowledged before me this 4 -0 _s � The foregoing instrument was acknowledged before me N day of 20 M by N �11��°' day of U , 20 LQ, by who is personally known tome or who has produced A, who is personally known to me'or "who h g� aced C i �. � As identification and who did take an oath as identifica ` and who di an oath. NOTARY PUB NOTARY PUBLIC �yy•, Sign: °�® A � ®���� Sign:" Print: �. fi' ^� % Print f °O °s'p/ `.. ° My Commission Expires: ®� • or, �® '� : My Commission Expires: ��'j / /J111t1111tltttt�� 9e3ede* � erkdrsk4e�t e4r1k4etk�t�Ydade 4e9t�+ roY& 3r# Je9i��fj����® �jyl t4ezkicBe�tie��& 9tieiz4e�tY9e4edetk9c9t4roY�Y9r9i�k8a9c4c3e4r3e &�r3cBrtikVtsY�te3e�ttie9e�k tY�k�rBr4a dt8t�kihdeBr��R+t�+t4tda�: APPROVED BY /L,►�G'J / a�'` /CJ Plans Examiner zoning Engineer Clerk checked I (Revised 07 /10 /07)(Revised 06 /10/2009) I Miami Shores Village Building �� g AN 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 , Tel: (305) 795.2204 Fag: (305) 756.8972 BY . ........... ....... INSPECTION'S PHONE NUMBER: (305 762.4949 "" BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 20 Permit _Typ _ Owner's Name (Fee Simple Titleholder) `S ` w o f t. .� Phone # - - Owner's Address C Cam^ �l�'- �-^ Ci ty l a P State zip l �/� Cam/ Tenant/Lessee Name Phone # Email l CJ (cjn /V I oT Job Address (where the work is being done) e City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name Vf ftjV 6 0 f .rfe's Phone # Contractor's Address City A d ft State - Zip S a J�2 -- Qualifier Name S P h one Quah ►�' L'd�C'W � L��� on # State Certificate or Registration No. Certificate of Competency No. Contact Phone q E -mail Architect/Engineer's Name (if applicable Phone # e fW Work r Value o or o this Per _ S ware J Linear Footage Of Work: .. q g f Type of Work: toration ONew ❑ Repair/Replace ❑ Demolition Describe Work: ' fiW /1J I' ... ** pegs * * * *,���a,�,� Submittal Fee $ Permit Fee $ J CCF $ CO /CC $ 0 Notary Training/Education ducation Fee Technology Fee $ 1'Y 1;� $ � gY Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ See Reverse side -� 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 J 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, SIG_ NS, WELLS, POOL S, 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 TG 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 '2} days- after the - building permit is issued. - In the absence-of- uchTosted- netioe, the inspection will not be approved and a reins 11 be charged. ` Signature Signature c Own gent Contractor The foregoing instrument w acknowledged before me this The foregoing instrument was acknowledged before me thiS�< day of �� , 20 by �i l 1.611n&� day of PYLt t - 20 e �, by who is personally known to me or who has produced � who is p rsonally known to me or who has produced As identification and who did take an oath. �`l °0 `0 s tifi cation and who did take an oath. ,�tttttti 1► /{ ;tip NOTARY P C:. \t ,�``` , �'' OTAR UBLIC: Sign: Sign: . f@ Print: = : '. a C Print: a+ My Commission Expires: '�,,-y ' '� ,�tb'� My Co � mmission Expires: a _ a APPROVED BY Plans Examiner Zo 1 Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/1012009) Planning and Zoning Criteria * t Miami Shores Village Permit No. RC - 1 0 10050 N.E. 2nd Avenue y .�...�. Miami Shores, FL 3313 8-0000 rr� px i FRN Phone: (305)795 -2204 Fax: (305)756 -8972_ issue Date: 111312010 Expi 1 p res: Folio Number: 1121360090010 Owner's Name: GARY LEVINSON Owner's Phone: Job Address: 186 108 Street Total Square Feet: 1400 Miami Shores, FL 33161- Total Job Valuation: $ 50,000.00 Contractor(s) Phone Primary Contract LEADING BUILDERS, INC 954/605 -3617 Yes ==j Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 4/15/2010: Yes Comments: DECLARATION OF USE REQUIRED BEFORE FINAL INSPECTION. 4/15/10 NEW PLAN OK DECLARATION OF USE REQUIRED BEFORE FINAL INSPECTION �` Miami Shores Village IT Cc M a I F ME Buildin Department �. 0 2070 � r g 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY Tel: (305) 795.2204 Fax: (305) 756.8972 ' INSPECTION'S PHONE NUMBER:. 30 762.4949 BUILDING Permit No. PERMIT APPLICATION Master Permit No. 0 cl- FBC 20 ype. °BL Permit T �ING RO -- - - - - _ Owner's Name (Fee Simple Titleholder �i Phone # C) Owner's Address ( R(. R(. IJF.. ((3 li y S City SP fo &t'S State Z Zip Tenant/Lessee Name Phone # Email Job Address (where the work is 'being done) City Miami Shores Village County Miami- Lde Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name Lfftf 6umow Phone # 1q5 &uL (7 Contractor's Address 3 0 "r ci AM State Zi P Qualifier Name AE44,j Phone # 0 �F 36 ( / State Certificate or Registration No. d� 1 � ®/ YO . Certificate of Competency No. y Contact Phone °°/ j 6 0C 3617 E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: "❑Addition EjAlteration []New ❑ Repair/Replace ❑ Demolition Describe Work: 04C 0AW 6 44 -S t,J D h k 7t'it$7k�C3CYC 3t74' ttrla4i 'ittk3t4nY4ett'u'ua't9tdt ! Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ ®! Radon $ DPBR $ Bond $ Double Fee $ Violation date: 6 v� Structural Review. $ � r Total Fee Now Due $ �`� , On See Reverse side -� `P 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 WORD, PLUMBING, SIGNS WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFF'IDAVIT: 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 a einspection fee will be charged. //��id�•P -o / L C..L Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day o , 20 by day of M _ , 261 ' b who is personally known to me or who has produced ®who is personally known to me or who has produce As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: A 1illllll// Sign: Sign: . 6 -� o Print: Print: = '^- = m� �, � My Commission Expires: My Commission Expires: ••........ APPROVED BY td Plans Examiner Zoning pagifteer Clerk checked (Revised 07 /10 /07)(Revised 06/1012009) Miami Shores Village II g 1 APR Building Department o 2 2010 10050 Tel: (305) 795.2204 F� (05) 7 61 89 33 138 BY:... INSPECTION'S PHONE NUMBER: (30'5'. 762.4949 BUILDING P ermit No. E. � ,5 PERMIT APPLICATION Master Permit No. p� Oq - /6 FBC 20 Permit Type: ELECTRICAL Owner's Name (Fee Simple Titleholder) MS*r "f S Phone # k5 V q 10 11 Owner's Address (a (S City I ft r State �i® Zip p Tenant/Lessee Name phone # 3 0 ja Email i Job Address (where the work is being done) City Miami Shores Villa ee County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name & Cif 46- Phone # 70 ?39.3 Contractor's Address . g_ Q. 90)( g - -� cit S PA tt &5 State Al Zip a Qualifier Name & It Phone # State Certificate or Registration No. Certificate of Competency No. 04 S T -- OF- 000 572 Contact Phone P561M 6 Lc-- E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: C]Addition Alteration New ❑ Repair/Replace � ,, _❑ Demolition Describe Work: 9 jS1DrJ - 76 � PWO M 6ff"!fbu7" I'I O� Submittal Fee $ Permit Fee $ `�"/ CCF $ CO /CC $ i Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ See Reverse side -� 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 cert ified copy of the recorded notice of commencement must be posted at the job site for the fzrst 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 re- inspection fee will be charged. Signature Signature ����er or Agent Contractor The foregoing instrument was acknowledged before me this � The foregoing instrument was acknowledged before me this 09' day of M G�W tr/ S 1 day of M 11 20 t d , by ��An Is ltit cc.. , who ' personally known to r who has produced who is ersonally known me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Si Print �0 2�Lffi -Ti Print: &fM 1 Wr,>a . 69 L My Commission E My Commission Ex �� ARMANDO °�, ARMAb1D0 GONZALEZ MY cowass10N # DD736469 MY CoWmss10N #DD736469 MMES: No.6.25. 201.1 EXPIRES. November 25, 2011 Y3e�YY4e &4r9e3rYYo+e� ,t�ip4e9c9e� Co. APPROVED BY -- ?'A *10 /® Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) Miami Shores Village Building g � 21010 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 AQR Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 gY: BUILDING Permit No. PERMIT APPLICATION Master Permit No. /ZC oq-16 f 7 FBC 20 Permit Type: PLUMBING Owner's Name (Fee Simple Titleholder) ' �'(� ` tV W o Phone # Owner's Address �l/ � City f Ut � State I v Zip Tenant/Lessee Name Phone # 30y IN. 10" Email Job Address (where the work is being done) City Miami Shores Village County Miami-Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name %GC S MZ ?G 1 6 //✓C Phone # q,5 9,? Contractor's Address �a90 Al 1 /9h 6 AdE City /4 <� p - State rt Zip 3,302- Qualifier Name /A,6 // Phone # 95 - q3/- 3.2,:!; State Certificate or Registration No. d A6 4 9 Certificate of Competency No. Contact Phon 7 E -mail Architect /Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ❑Addition � lterrati ❑New El Repair /Replace ❑ Demolition Describe Work: /II/C7G & 1V0 r (/I m4c auckv k �f lwz F ees * *� * * * *�� *r * * * * * * * * * * * * * * *r ** Submittal Fee $ Permit Fee $ c ' CCF $ CO /CC $ Notary $ Training /Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 3 See Reverse side 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 Signature +.�,, - - Ll� �� " rs t )?MG �G a �s� der or Agent Contractor The foregoing instrument was acknowledged before melthls �S The foregoing instrument was acknowled ed b%�foree me this 2�✓ day of L(/t u b !/ /N eJ day of L 20 L, by lam• r//ft 7 who is rsonally known to m or who has produced who is personally known to me �edttZen Identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: r Sig aC� Sign: Print: hNpO cSaN Print: D ,C/y �T xG My Commission Expires: My Commission xpires: NARY-PUBLIC OF FLORIDA ARMANDO GONZALEZ - :'�• rD f- ya y o :Norma B. Etelber MY CO�IISSION # DD736469 c Commission # DD59384 5 MI EXp[RpS:Novanba- 25,2014 ,1 EX-1res: W 5 207.? L X;?CB0- 1;DXr'G,.of APPROVED BY l� Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) Miami Shores Village �0769V3 Building Department A E 6 _ T'Atj 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 r Tel: (305) 795.2204 Fax: (305) 756.8972, • • „••..... -••• BUILDING Permit No. PERMIT APPLICATION Master Permit No. R6 /6 f 7 FBC 2004 Permit Type Mechanical Owner's Name (Fee Simple Titleholder) Mj S D 4 r� I_liL Phone # Owner's Address E� 16 1 ” 67_ City M S ✓L[� ✓� State (r�c.� Zip Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) �/ Q City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Phone # Contractor's Address 23 � w 3fl �T" City lVW — ���/� L State —(___1 Zip Qualifier Name poNkq 1 Phone # � �d State Certificate or Registration No. C 1436 2�_ Certificate of Competency No. E -MAIL: Architect /Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ❑Addition nAlteration ❑New ❑ air /Re lace Re / ❑ p p Demolition Describe Work: 6VII-PQ � t�p� _7'0 NS xkxxxxrxxxx *xxiexic is *r:xxr.r,xxxxi;xxr,i:xxxrxx Fees''ea; icxi:i; icxi:>';>'c ie '; iexi:ir'c e4 a':a'c icxicx F r. is x�; ie is is r.xxa': is is is icxxi: Submittal Fee $ Permit Fee $ CCF CO /CC Notary $ Training /Education Fee $ Technology Fee $ Scannin Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ AY See Reverse side 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven -,(7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a,reinspection ee will be charged. Signature Signature ,AStI,` tt/)�rr�G``i "�` Contractor Owner or Agent 1 \t +v� y t vl' n t The foregoing foregoing insstrument was acknowledgedd rrne this ',lam The foregoing instrument was acknowledged before me this ZV day of fMW / , 20( , by 6M (a 6*1 day of M �—' 0 , by ,f;$N w6vq / l who is personally known to me or who has produced who i ersonally known to me or who has produced As identification and who did take an oath. s identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: r r Sign: Sign: Print: Print: Z-- My Commission Expires: Myco MIDssION #DD136469 My Commission Expires „ RMANDOGONZALEZ Novi 25, 2011 tini�l AR7h46 .. — x nAts9e9� iexxi:r.ier.r. - iexa: r. r. is de iex 9: r. is is r. is r. i:x r. * ENFI RES: N,,.b, 25,2 1 OF EXPI I.90d T Y. r+.n„�• ^/" n f�' of R. Notery Discount Assoc. CO- 1,100,3-N.' Y Plans Examiner s APPLICATION APPROVED BY: Engineer Zoning (Revised 02 /08/06). O' 0` .$ t 1-93 �i Miami S hores V illage R .,, o ,,, Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �xOR Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: W- eD Job Name 2010 Page 1 of 1 Building Critique Sheet Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 04/20/2010 09:15 9545849454 ALLINONEINSURANCE PAGE 01/01 aco ►® rM CERTIFIC OF • LIABILITY INSURANCE 14/20 / QA � ` 2010 cola f THIS CERTIFICATE 18 �sSUED AS A MATTER OF INFORMATION ON AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFlRggATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE GOVERAem AFFORDED BY THE POLICIES 1 BELOW. TI41S CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT WTWEEN THE ISSUING INSURER(S), AUTHORIZED I REPRESENTATNE OR PRODUCER, AND THE CERTIFICATE HOLDER. 1 IMPORTANT. If the COrtIR at6 holder Is an ADDITIONAL INSURED, the 1 1014 0 KM) must he endorsed. N $UDROGATION IS WANED, subject to the tmm and condiUWS of the Policy. Certain policies May foquire an endarsement A stmment on thw cer0 e8rtifrcaa6e does not confer rlgtris to the mto holder in lieu of such endomemeiWa), PRODUCER W L IN ONE INSURANCE 6795 Stizlingr Rd AICnw (954)584 -3000 FAX w. 584-9454 Davin, FL 33314 jM4s&baaLbotka@bellsouth. ERIQe: INSURED Mai AWQI M OffifflPAIM Marc! L A DI140 BUILDERS CONSTRUCTION CONIPANY INSURERA :UNITED SPECIALTY INS CO CMTRACT HOSPITALITY SYSTEMS,INC INSURER B: r+BAtiING 8II=LDER9, INC INBURER :'UNI'TED SPECIALTY S CO 13030 NK 8TH STREET INS URER 0 MIAM, 8'L 33182 INSURER E: COVERAGES INSURER F : • CERTIFICATE NUMBER: REVISION NUMBER: 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, TERRA OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO VMICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, 111 'aw EXCLUSIONS AND CONDITIONS OF S UCH POLICIES. umrr8 SHOWN mAyHAVE BEEN REDUCED BY PAID CLAIMS LTR TYPE OF INSURANCE m� POLICY NLMIBrm WWI) (,IRgry� GENERAL. LIAgum EACH OCCURRENCE S , aoa a00 COMMERCIAL GENERAL. lIAB1UlY CWMS44APIE ®OCCUR PREMISE8 E aoourceraffi $ 100,000 MED EXP (Any om wam) $ 5, 0 0 0 X91205739 04/19/10 04/19/11 P2100NALaADVINJURI S ,000, GENERAL AGGREGATE $ 2 .00 , 00 RP oL AG - KQATTE LIMIT' APPLIES PEI {L� j RO- L � PRODUCTS - COMP/QP $ AUTOMOBILE LIABILITY $ COMBINED SINGLE L1111" $ ANYAUT0 (Ea ecWftnq aLL OWNED AUTOS BODILY INJURY (Per pmum) SCHEDULED AUTOS BODILY INJURY (Per acciden() $ HIRED AUTOS PROPERTY DAMAGE $ ND AU70$ $ " UAB B OCCUR $ X EXCi88 LIAB � EACH OCCURREN $ 1, 00 , 000 C Cu�ssnvtDE DEP000065 04/19/x.0 04/19/11 AGGREGATE 1 0 bmUCT1a� $ ' 00 RE�+nON S COMPENSATI $ AND EMPLOYERS' LIAeq,ITY T ANY ARTNER�CUTIYE YIN Qvw w0awA O CLUDGM NIA E.L. EACH ACCIDENT $ @y Cee&b �, e u �� ----li 0 SCRIPTION OF OPERATIONS r E 1 - DISEASE - EA EMPLOYEE $ E.L. DISEABE - POLICY LIMrr $ -F- F CR1PT70N Of OPERATIONS / LOCATION$ I VEHICLES (A� ACORD 101, Ad 46mW Rernaft Schedule, NERAL CONTRACTOR j� � �. I r _Gi CERTIFICA HOLDER CANCELLATION ` M T4a, 1 SHORES VrI&AGM BUILDING DEPT 10050 NE 2 AV SHOULD ANY OF THE ABOVE DESCRIBED POLICIES De CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN DSZAMI SH ORES, FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS. FAX:305 756 -8972 AUTHORIZED RG MmSeMATNE ACORD25 0 1988-2009 ACORD CORPORATION. All rights reserved. ��$ ) The ACORD name and Ioao are registered rna dw of ACORD s S NORES , • .. ..,,.M Lamt S L reJ L e RICHARD SARAFAN QR(�?A VILLAGE ATTORNEY 10o S.E. 2 1 * 1 D ST 44 FLOOR ,-REC RECEIVED BANK OF AMERICA TOWER EIVED FLORIDA 33131 ® flfl (305) 349 - 2300 - (305) 349 - 2310 (FAX) SO, ® 9 2 �Y9 Richard Sarafart Direct Line: 305- 349 -2318 r �-- - - - --- -maws® Email: rsarafanAgib- Iaw.com September 8, 2009 Kid U.S. Mail and Via Email Anthony Flores Code Enforcement Director Miami Shores Village 1005 N.E. 2' Avenue Miami Shores, Florida 33138 Re: 186 N.E.108` Stree4 Miami Shores. FL 33161 Dear Anthony: Enclosed for your records please find a copy of the Declaration of Use and Covenant Running with the Land that has been recorded in the Public Records of Miami -Dade County in connection with the above referenced property. I would be grateful if you would include a copy of this Declaration in the property file and tickle your calendar to inspect the property on or after February 15, 2010 to determine compliance. Please also give a copy of this Declaration to Norm Bruhn for his records as well (so that he can include it in the property file in the building department). If you have any questions, please do not hesitate to contact me. Thank you. Very truly yours, Richard Sarafan RS /dr 7718- 066/ #52 • -- r i i# #Ili # #ll# #III# it # #I #ii #I I #iii i# #1# liii i # #I C;FN 20099 6258 e 2 OR 9k 26994 #ass 1693 — 16941 I2n9s RECORDED 08/28/2009 10 1 141 =23 HARVEY RUVINi CLERK OF COURT EXHIBIT "B" MIAMI -DADE COU14TYP FLORIDA Prepared by. Richard Sarafan, Esq. GENOVESE 30BLOVE & BATTISTA, P.A. Bank of America Tower, 44 Floor 100 Southeast 2n' Street Miami, FL 33131 DECLARATION OF USE AND COVENANT RUNNING WITH THE LAND KNOW ALL MEN BY THESE PRESENTS: WHEREAS, MSHORES, LLC, a Florida limited liability company is the fee simple owner of the following described property ("Property") situated and being in Miami Shores Village, Florida: Lotl, Block 209, of Dunning's Miami Shores, Extension Number.5 (Subdivision), according to the plat thereof, as recorded in the Plat Book48, Page 21 of the Public Records of Miami Dade County, Florida, (address) 186 NE 108 Street, Miami Shores, FL 33161; and WHEREAS, the undersigned owner has sought accommodations, including lien releases, from Miami Shores Village, and is providing this document in consideration thereof and to induce the Village to grant same. NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is acknowledged, the undersigned does hereby declare and agree: 1. There remain several uncured violations of the Village Code upon the Property as reflected in the Enforcement Orders recorded at Official Records Book 26575, Page 3781, Official Records Book 26575, Page 3783, Official Records Book 26575, Page 3786, and Official Records Book 26575, Page 3788, Official Records Book 25264, Page 1547, Official Records Book 25264, Page 1552, Official Records Book 25402, Page 852, Official Records Book 25402, Page 854 ofthe Public Records of Miami-Dade County, Florida. 2. Pursuant to a separate Settlement Agreement, Miami Shores Village has executed releases of the liens of the aforementioned Enforcement Orders in reliance, inter alia, upon the provisions of this Covenant; and the undersigned hereby covenants to effect the cure of all the code violations which resulted in the above -referenced Enforcement Orders on or before February 15, 2010 (the "Cure Date "), failing which Miami Shores Village may impose a lien against the Property in the amount of $10,000.00, and the Village may also resort to any other available remedies at law or in equity, all without set off or defense. Notwithstanding the foregoing, in the event the undersigned is diligently pursuing curing the code violations but for reasons beyond its control has been unable to effect such cure by the Cure Date, Miami Shores Village shall extend the Cure Date until March 15, 2010. Nothing contained herein shall preclude further extensions of the Cure Date by written agreement of the Parties. 3. The Property is not currently homestead property and may not lawfully be occupied and shall not be occupied nor used nor claimed to be used as anyone's residence until such time as a valid Certificate of Occupancy has first been sought and obtained from Miami Shores Village with respect to such Property. 4. That he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above Property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released. by Miami Shores Village, or its successors, upon full compliance with the provisions hereof Upon compliance with provisions hereof, Miami Shores Village shall execute and deliver to the undersigned a release and termination, in recordable form, of this Covenant. Q ' L.A'ST . P'AGE IN WITNESS WHEREOF, the undersigned haAave caused �S hand(s) and seal(s) to be affixed hereto on this day of August, 2009. WITNESSES:. OWNERS: MSHORES,LLC a Florida limited liability com By: G n, Managing Member Signature anclFrivat "' •. Signature and Print. J STATE OF FLORIDA ) COUNTY OF MIAMI DARE) I HEREBY CERTIFY that on this day personally appearedbelbre me GARY A. LEVINSONasManaging Mennberof MSHORES, LLC, a Florida limited liability company, on behalf of company, who is �ers�o naliyr ,Icavn to me or has produced (type of identification) as identification andho/s6e t TedgethatheJsheexecuted the foregoing, freely and voluntarily, for purposes therein expressed. SWORN TO AND SUBSCRIBED before me on this day of & (ISM"" , 2009. My commission expires: • L T OF FLORIDA ANTHONY J. DIGIORB o MYCOMMMSION;PDD5=4 ��0FI1o6` EXPIM M.114.Mb (407) 39"163 R0"& X0wy Sera *LwM 771$- 001/#307 :Y MIAMI -DADS COUNTY CLERK OF COURT • RECORDS DEPAR STREET MI N MI T , FL A =28 DATE:08 /28!2 TIME:10:41:2 AM RECEIPT-21 RICHARD SARAFAN, ESQ ..•• ITEM -01 AG4 10:41:23 AM FILE-.20090625&72 BKlPG:026994I18 50 RECORDING FEE 18,50 Sub. Total ------------------------ AMOUNT DUE: $ 18 . 50 PAID CHECK: $18.50 $18.50 Check # :36293 TOTAL PAID: $18.50 DEPUTY EN Po stal CERTIFIED MAIL-. RECEIPT p ( Do mes ti c Mail Onl No Insurance Coverage Pro vided) C�- Ul . • • ► OFFICIAL USE. .0 C'- I'U Postage $ � "" 1 Posbnark r3 ReWm CerdW F96 C] PidommentR►Pt� °Try Here O co Total Page &Fees 2 ni Sent To r, Jam.. ».... 1 � � PS Form 3800, AUgUst 20( 6 See Reverse f01'11)St1'L1Ct1011S ■ "Complete item 1, 2, ands. Also complete A signature ie± if Restricted Deliysry is desired. Agent *'AF your nameandaddress:on the reverse X B D Addressee so that we return the card to you. B. Received by�lflnted Na d. rxtel ' Date of Delivery _0 Attach this card to the back of the mailpiece, or on the front If space permits. 1. Article Addressed to: D. Is delivery address different from Item 1? O Yes If YES, enter delivery address below: 13 No �1Na ' (> �� S� 3. Service Type v `� 0 Ceffled Mail. "® Express Mail D Registered . 13 Return Receipt for Merchandise t�`�IOIYVt1 S :: ~ O Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number 7007 2680 0001 3276 4531 (Transfer from service kW PS Form 3811, February 2004 Domestic Return Rpoeipt 102595-02- M-1640 UNITED STATES POSTAL SERVICE First -Class Mail Postage & Fees Paid USPS Permit No. G -10 Sender. Please print your name, address, and ZIP +4 in this box 8£'t££ 14 'S3H0H9 lwvti% 361430 PU? "3 'N 0001 TDV111A MONS IWVIW 1 1 Ilk A ialltt SI IAft �J PM �e i. r - -Y IOOSO N. E. 2nD AVENUE � ` `� 8 �A ,.'�° � � � 40A. `� f s F L 0 33138 A 122 $- • 37- 0 D 09 2 7007 2680 0001 3276 4532 1 1 1 ° Fe mfP 1 Deutsche Bank National Trust 186 NE 108 ST Miami Shores, FI 33161 t 1 /: 4 N O i a VE *at cc 1 07 12/t1/0E RETURN TO SENDER ATTEMPTE0 — NO KNOWN ac . 321S9200299 *2606 - 4074.0 -09 -3e LEWIS & KRACOFF, P.A. 8220 State Road 84, Suite 302, Davie, FL 33324 Tel: 954- 452 -9010 Fax: 954- 474 -3781 OWNERSHIP AND ENCUMBRANCE REPORT TO: GENOVESE JOBLOVE & BATTISTA PA 100 SE 2" STREET, 44 FLOOR MIAMI, FLORIDA 33131 ATTN: JESSICA ERENBAUM RE: OUR FILE NUMBER: TSR186 PROPERTY ADDRESS: 186 NE 10e STREET, MIAMI SNORES, FLORIDA Search: through: February 20, 2009 Owner of Record: DEUTSCHE BANK NATIONAL TRUST COMPANY AS TRUSTEE UNDER THE POOLING AND SERVICING AGREEMENT SERIES INDX 2006 -AR41, by virtue of a Deed dated 12- 20- 2007, filed 1 -9 -•2008 in Official Records Book 26150, at Page 47. Legal Description: Lot 1, Block 209, of DUNNING'S MAMI SHORES, EXTENSION NUMBER 5, according to the plat thereof, recorded in Plat Book 48, page 21 of the Public Records of MIAMI -DADE County, Florida- MORTGAGE INFORMATION: NONE JUDGEMENT AND LIEN INFORMATION: Lien filed 1 -9 -2007 recorded in Official Records Book 25264 Page 1547 of the Public Records of MIAMI - DADE County, Florida. Lien filed 1 -9 -2007 recorded in Official Records Book 25264 Page 1552 of the Public Records of MIA.MI - DADE County, Florida. Lien filed 2 -27 -2007 recorded in Official Records Book 25402 Page 852 of the Public Records of MIAMI - DADE County, Florida. Lien filed 2 -27 -2007 recorded in Official Records Book 25402 Page 854 of the Public Records of MIAMI - DADE County, Florida. Lien filed 2 -7 -2008 recorded in Official Records Book 26202 Page 1403 of the Public Records of MIAMI I- DADE County, Florida. Lien filed 9 -19 -2008 recorded in Official Records Book 26575 Page 3781 of the Public Records of MIAMI - DADE County, Florida. Lien filed 9 -19 -2008 recorded in Official Records Book 26575 Page 3783 of the Public Records of MIAMI DADE County, Florida. Lien filed 9 -19 -2008 recorded in Official Records Book 26575 Page 3786 of the Public Records of MIAMI- DADE County, Florida. Lien filed 9 -19 -208 recorded in Official Records Book 26575 Page 3788 of the Public Records of MIAMI- DADE County, Florida. MISCELLANEOUS INFORMATION: NONE The following names have been searched: DEUTSCHE BANK NATIONAL INFORMATIONAL NOTE ONLY: Tax I.D. 11-2136-009-0010. 2008 Taxes were paid in the amount of $ 8410.42. Gross amount of taxes were $ 8760.85. NO exemption filed. NOTE: Agent must compare this tax information with any current year tax bill that may be presented at, or prior to, closing. Agent must also search for county and municipal liens not recorded in the Public Records or the County Tax Collector's Office. The above - captioned property has been searched only by the above description and by no other description or name. This reports purposely omits restrictions, easements, subdivision agreements and any reference to mortgages, judgments and/or liens that appear to be satisfied to be satisfied of record or have expired pursuant to Florida Statutes. This report does not reflect those documents, if any, which may have been recorded prior (other than an assumed mortgage) or subsequent to the time period covered herein and which may disclose the passible existence of encumbrances, liens, rights interests or other matters which may affect the subject property. This Company, in issuing this certificate, expressly disclaims any liability for the validity of any document or proceeding appearing in the public records and which constitutes apart of the chain of title. This certificate does not directly or indirectly set forth or imply any opinion, warranty, guarantee, insurance, or other similar assurance as to the status of title. Signatory C v /j 10al CI; N 2C+�Litr7�t319927 OR 91; 261St! Ps Ot147i t1csJ RECORDED 01/09/2008 U8eD8:16 IN THE CIRCUIT COURT OF THE JUDICIAL DEED OX TAX 0.60 CIRCUIT IN AND FOR DADE COUNTY, FLORIDA 11 A - C WYP F LO R I D A GENERAL JURI•STICT'ION DIVISION LAST PAGE y CP/M ACTION NO. 07-18953 SEC. 05 DEUTSCHE BANK NATIONAL TRUST COMPANY AS TRUSTEE UNDER THE POOLING Plaintiff (s) / Petitioner (s) Vs. VIORIKA DE LA C MUNOZ; THE UNKNOWN SPOUSE OF VIORIKA DE C MIJNOZ N/K/A OXIDES ORTYS, et al., Defendant (s) / Respondent (s) CERTIFICATE OF TITLE Chapter 45 THE UNDERSIGNED CLERK OF this Court Certifies that a Certifieate of We was executed and filed in this action on December 20, 2007, for the property described herein and that ob*tiom to the sale have either not been filed within the time allowed by statutory law or, if filed, have been heard by the eourt. The property in Dace County, Florida and desc lxd as follows: LOT 1, BLOCK. 209, OF DUNNING'S MIAMI SHORES, EXTENSION NUMBER 5, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 48, PAGE 21, OF THE PUBLIC RECORDS OF MIAMI -DARE COUNTY, FLORIDA. Property Address: 186 NE 108 STREET, MIAMI. FL 33161 was sold to: DEUTSCHE BANK NATIONAL TRUST COMPANY AS TRUSTEE UNDER THE POOLING AND SER AGREEMENT SERIES INDX 2oo6-AR4I, VICING C/0 PIOFEA 1WALI.T 1AW WP, P.L, 9119 01fmW Lpa UMF SM 300 T/ 'A, H, 33634 . WTINESS hand and seal of this Court on January 2, 2008 Clerk ` J ` `• Clerk Book26150 /Page47 CFN#20080019927 Page 1 of 1 RU. 99 F2 4 673 78 2999.5Efi 081039' DMSTPOEE 582.00 5URTX 0.00 F{ARIJEY RMIH► MERK DADE COUNTY. FL. 700 N •F. C'01 I ! ST. MIAMI: FLORIDA ua i33 This Instrument Prepared by: , ' ..•i a =': fit •• .. .',i:? . WARROTY Dgy.D THIS TNDF.NTURF, ROSARIO GUTTPRRFZ, a single woman, of :• °.t' r: t . "a +ti' i:. •i. CHRtSTtAN J. •I3i;ST and 3ESSTCA F. BEST, • his *,ri r e. .. ♦ :.,• r n9 ,:i Jill .. . ' .t... �, t'. .:t •' t:lei .. ji . l:•1 . .• }:: ... :t:t'� i �'li• WTTNRSSETH, i :, t t ►:� t •.t _ !t: . ?.::'•tt • r •f -h.• ?; :1 ?1" T;. i •, i)NA.M.. tt„ t:r•? - i 31,.. ....? t::•i . .: t: 't ?,; + 1' +: �! ab • +•r ., .a i. t ! ..: 3 • i t i•' •�: .t .'a . .� ?`.t: t t i.t , - ind .mot' i'.� • ... ':.. .. t i j.' :i' .. t::' 101.0 •! `,Jt. J !••• ;• ti. ?''`t P ✓.:r'- • ?r� . �t ..t a•.i, ,1: •i ; 1;, '•t••� ita i2. ..t ?... • ttta• y • Lot 1, Block 209, of DUNNING'S MW4T S11ORF.S, Rxtension Number 5, a Subdivision, according to the Plat thereof, as recorded in Plat 48, Page 21 of the Public Records of Dade county, Florida. ' If ' aim 18773. ROT . .••. :.t -.. :• .: •• . 'r; ^`:y :i •. j�c }fit � r r . •1 �''��i��� f C !.h o A P=! � (. STATE OF FLORTDA) i rtF:.. _ : tt : .. • . i t •: � . .. -� •. .. - .t at i. :•r }.. .. � .. • t , AVA UDDAY &UCENSE MY COMMISSION FXPTRFS' +.+' . 53ntwC A �tvy,carotw�mnC •• - •. •. + li at+•re::nt arc... ^atst+ax ' IWtvFY RUVIN :•.btif� cwc1;1=cvwer CF1d 2006R0791270 OR Sk 2474- Ps 31231 tips) RECORDED 07/24/2005 09:15339 OEED AAC TAX 2r5%.O 1UiRtiEY Ri)4lltle MM OF CtdiRT ��ItY L IP Cp10iTYr Fi ARIAA and to Juada vu"ez Plies JMITITLE SERVICES, TNG 7270 NW 12 STREET SUffE 590 NNW, FL 33125 7W331-744O Pik1 . 006.756 Abave7We t ins t?arRoWftAma Warranty Deed nix wwxm y Deed ma& this im day of Jane, 2006 between cmusnAN J BEST sand JESSICA E. BEST, ids wife volwo post office, address is 186 N.L.109M STiiJ3','LT, Miand, IL 33161, S and SUSANNE HERNANDEZ and JOEL HERNANDEZ, her husban& whose post office address is 186 N.E. 108TH MEET. MhuA P7.33151, ate: Mhenever used bar w the taw "Vwft" and •grate babudo A the Mft b this fain t sad the hells, tegab mpream>Nhms. ad wftn of hsdpvFdnds, ana � � sad �r� ofmrpmetlae.. awa and aatstxs) 'Vi IWCU * that said gtaatar, for ad in consideration of the sum of TEN AND N01190 DOLLARS ($10.90) turd odw good and valuable eoiasitierations to said gtatttor in hand paid by sail pmtm rho r ae pt wbereaf is b wAy aohawkdgtd, has grant4 burg l*4 and mAl to the said granb*, and V=U.a's heirs and assigns forever, the following described land, sitimte, lying and being in Miami -Dade Coaaiy, Nwida to -wit: LOT 1, Mock 209, of DUNNINGS MIAW SHORES, EX7LNSION NUMBER 5, according to the Plat **reef, recorded In Plat Bonk 48, Page 21, of the Public Rem* of h0ami"Dade County, pkwk a. Parcel Identification Numbers 11.2136. 009.0010 Together with all the tom, hou itamems and eppuatmwces thereto beloa&$ or in anywise appertaialag. To Have and to Hold, the mw to fee siaapk forever. And tho grantor hereby covemids with saki gtautre that the greater is lawfally seized of said laud im fro siu*r, that the granter has good right and hwhl authority to soli and convey said land- that the grantor hrstaby fishy watrame the We to said laud and will detbaad t6a saute against the lawfid claims of all peisoaas whema9oever- and that said land is five of all amumkances, except taxes waulag oWmquea to Detember31, 2005. In WRnest- Whereof Wawa( bas bad set gr mores hand and seal the day and yearfamt above wi (ton. r , JBEST t� Witness . Jews Vazquez Piles, Witness IG E. BEST State ofFlorida Co=y ofMiarru -Dade The fomplog hu tament was aclwowlWged be€are me this 19th day of Jame, 2006 by C MISPMAN 7 DEBT' a>u1 SWCA E. BEST, who �] use p ouaUy kuawn or [X] have ptodaced s as idontiscad - CN*Ukty Seal] j Pdt tad Name. Janette Boada c* iph aorutrruauc-s oaTara stow CoNiMBStt N#W54YW MyC onLxpires: May3,2010 EMRt~8051a31 i4 ac„�rturaft�t tkaubkTttnM Book24746 /Page3123 CFN #20060791270 Page 1 of 1 1111 111i11111I X111011 111 IM111111M CF'h1 2006R1O53528 OR Sk 24963 Ps 43491 tips) RECORDED 10!02/2006 09:17s13 DEED DOC TAX 3,120.00 HARVEY 101Hr CLERK OF COURT MAHI -DAVE COURTY. FLORIDA Rommd mob; and telm te_ LAST PAGE Jeuefda Vazquez Pddea JMI n= SERVICES, INC. 7270 NW 12 STREET SUITE 5OO Miami, FL 33126 786 - 331.7440 File Number. 006 -810 t Sp=AbovaM& tine 1§v Reexsding iMfa Warranty Deed ThiS WaMMity Deed made ft 31st day of Aupst, 2M bedwoo SUSANNE HERNANDEZ and JOEL HIRNANDE4 her husband wbtmve post office address is 186 N.E. 108 Snare, mw4 F.I. 33261, grantor, and VIORIKA DE LA C MUN04 a stogie woman whose post office address is 186 N.E. 168 STRUT, Mlaad, FL 33161, smntm (Wheetm wed berew dte wm * pmuce and °gumtree° hwlWa A the pwft to thts fr� and the , bo tgNaeaw&c and w$*M of fadividttais, sad dta V=Cwm stet wdVs ofempmdo ts, MU and team) VVIWONeth, that sold grantor, for and in consideration of the eau of TSN AND NO1100 DOLLARS (810.00) and other good and valuable considerations to said grantor in had paid by said grantee, the rceeipt whereof is hereby =kumw1w%4 has granted, bargained, and sold to ft said pmtoe. and grantee's babe and assigns forever, the tbiioamg dexn'bed lead, situate, lying and being m Miamd -Dada county, Fbrkla to-wit: LOT 1, Block 209, of DUNNiNWS MIAMI Ss ORES, EXTENSION NUMBER 5, according to the Plat thereof, recorded In Plat Book 48, Page 21, of the Public Powrds of Wand-bade County, Florida. Parcel Ideatlilcation Number. 11-213"094010 Together with all the tenements, heteditamenta and thereto belonging or in anywise appntainhug. To Have and to Hold, the some in fee simple forever: And the grantor hereby covenants with said grantoo that the grantor is lawfidly seized of said land in fete simple; that dw grantor hu good right and lawlbl authority to sell and corway said l and; that the grantor hereby fiilly warrants die title to acid land and will defend the same against the hmM claims of all persons whomsoever, and that said land is free of all coaumbrances, except taxes accruing subsequent to December 31, 2005. I11 WHOM Whereof grantor Las hercumto set pmwes band ad seal tdw day and yaw first above written. Sigete canard an eyed tntrpreseaoe WJtdfwNm= s Vvaqucz Piles, Witness SUSANNB (Seal) /_�_ � WC—;# Nance: Janette Boada, Wimc, JOBL AND State ofFlorida CotntyofMdawi -Dario The fofegomg instrument was acknowledged before me this 31 of Ate 2006 by SUSANNB HERNANDEZ and JOLT. SERNANDEZ, who [, are personally known ear [X) druvtst's 'cause as dde�atffwsdme. [Notary Seal) N lie •'` w j , !.* NOTARY �VAMOFruoaaun i CC)1�SSidt+t R tsi)3t18s2 6-4 od Name: Janette Btoada EXPMSOSKMIQ ''•S..e`r•• aorromneev+ aeea+on+nw My Commission ExPirox Ma 3 2010 t)ortbieTime� Book249631Page4349 CFN#20061053528 Page 1 of 1 11111 #11I N1111H IN min Hill im CF•N 2006RID53531 OR Sk 24963 Pas 4353 - 4374; t2besl RECORDED 10t02l2006 09z17413 Prepared by or under the supervision of * t1T6 DOC TAX 1 r 456.01 INTANG TAX 832.00 HARVEY RUWNF CLERK OF COURT jNsmeafNaturaiPersorrJ 111AKI -MADE COtWY• FLORIDA 190 Temau i3t' Pw SCTin 100 NOR1, GA 30092 fcky Safe ztp Coda) ARer recurdi g Tas TOW". to• C BANK, e 3 ? ., CIO DOMW M , jCw"W Name] (Name ofNOMWPer=# PM B, 901 E 104TH ST, SUITE 400/500 jMfvWA UNDS CT.'J.`Y, NO 64131 tom: state zr� cods) [4aecsAbova.7hb tlrfaForRecoso" DW MORTGAGE MIPt: 100055401241396987 DEF1D MONS Words used in maniple sections of this document are defined below end other words are defined in Sectimrs 3, 11, 13,18,20 and 21. Certain nAu regmftg tha usage of words aged is this documme are also provided in Section 16. (A) "Security instrument" means this document, which is dated August 31 , 2006 , twther with all hiders to this document (B) "Borrower'" 1$ VZt1iMM XUWZ Bmyower Is t w mo tpgor wider this "Secu ty lasnu lent. (C) '"b=V is Mortgage Slectrunic Rogistratio n Sy stems, Jac. MERS Is a wparate cogmahon that is acting solely as a nominee for Lender ad Leader's successors and assigm i1?WW h the utortgagee under this Security Instrument. MERS is organized end wdsftg under the laws of Delaware, and has an address and telephone number of P.O. Box 2026, Jft Na 48501 -- 22026, tol. (888) 679 -MMtS. XM Not 124339698 FturtdaMarigagcStugtev =*4aaalaAia W"atMaeDNIF WA"MINEWr hWMMadabdFb m3010 OYU 31at �liO,1NC - - At�t i orl4 o2ooRecxw. �I��Rp�{Q11�1 Book249631Page4353 CFN#20061053534 Page 1 of 22 (D) "Lender" is I mmw Rim, F.S.B. , A FSERUU CMMn= SAV.CI= iW Leader is a redeml Sav3.t p Bank organized and existing under *0 laws of United skates of Jwerlm . Louder 's addmosis 155 WHIS Ism AVM, PASAII m CA 91101 (L) "Note" mans the promissory note sigaod by Borrower acid dated 31, 2006 The Note states tat h Borrower owes Lender four hundred sixteen. tb&mwd and ND/100tbo Dollars (u.S. s 416, 000.00 ) phis interest. Bormwor has pro *W to pay this debt in regular periiodic Payments and to pay the debt to full not lea than SEptmber 1, 2035 M "Property" moans the property that is described below under the heading der of Rights in the Property" (G) "Esau" means the debt evidenced by the Note, plus interest, any ptupaynrent charges and late charges dun under the mole, and all saris due under this Soctnity Iustramnont, pins Interest j$) "itWaV moans all Riders to this Security Ins eat that are oxecutod by Barma. The following Riders etc to be emcated b Borrower fchad boor as * pftWsx >at AdjmtoMe Rate Rider Condandnium Rider Second home Rider Balloon Ridor Platuted Unit Dovelopment Rider ❑ mv," hg Payment Rider 1-4 Family Rider Revocable Thirst Rides' OKs) fl " ordinances and adm a rules and orders (� i tt effect of law) as well as applicable �iaal� appealable judicial opiniom. (3) "Community Association Dues, pore, and Assessments" means ail duce, fees, assessments and other charges that are imposed on Borrower or the Property by a condominium association, homeowaors associat3tor or similar Organization. (IQ "Wectrouic Funds Transfer" moans any transfer of flmds, other that a transaction originated by chuck, drag, or similar paper insummt, which is Wated through an electronic terminal, telephonic lustrummt, computer, or rnagmetle tape so as to order, bmtruc4 or authorize a ruu mcial lodt►a'kat to debit or credit as account. Such tom uOludea, but is not limited to, pout of -sale transfers, automated teller macldoo transactions; transfers initiated by telephone, wire trawfas, and automated clearinghouse transfers. (L) "Escrow Items" mews thow items that are described in SocthcaI (M) "mscellauonns Proceeds" means any compensation, saftnest, award of damages, or procoads paid by any third party (other than insurance proceeds pald uade7 m c wages described in section s) for. (O damage to, or destruction of. the Pmportr, (0) condamnallan or other W& g of A or arty part of Ow Prapertr, 011) convegaaco in hou ofcondeamation; or Qv) misrepresentations of, or ondalensas to, the vdw andtorcoditim of 60 Property. ¢Y) "Mortgage insurance" means insurance Protecting Lender against rho uompaymem 04 or default on, the Loan. Inan No: 124 ktortdsMo► tg�Si. Sfs�e�tiY- IdnsleA�tnaMasiAilF 'AR�tnYSiRi?ht£N'f M6d.SModtftedFora3@I6llfJll3 TeeCmirmmsom".ING— 1htpWU uso�iL rka WW" O�Of,7rieCaxpliwwSwro,�raa U •fq Book24963/Page4354 CPN#20061053531 Page 2 of 22 (0) "PerioMe PayMUtl means the regularly scheduled amount doe for (i) principal and interest under the Note, plus (if) any amounts wider Section 3 of this Security bistrument. (P) "RRSPA" means Nte Real Estate Settlement Procedures Act (12. U.S.C. §2601 et NO and its implemeating rogwla#iot, Regulation X (24 C.F.R. Pmt 350OX as they might be amended from time to time, or any additital or successor legislation or regulation that governs the same subject mattes: As used in this Security bL*w rent, "RESPA" refers to all requirements and restrictions that are imposed in regard to a "federally related mortgage loan." even ifthe Loan does not qualify as a "federally related mortgage lone wirer RESPA. (Q) "Successer in Interest of Borrower" mom any party that has tal mt title to the Promv, whether or not that party has assumed Borrower's obligWons under the Note and/or this Security Irrstrumat (kAm y of MnW —DAM frYPeofttactmpagdWis"b4 [Nameof ReoadDrpJtubdr bV which has a logal description of SEE OBIT A ATlUMM BMW M AIDE A PART HMECF which am%,% ly has the address of 186 ilia 108 1 : 0 : 3 [tl MIAML , Florida 33161 low R+p ow ( "Property Address": T03EMR WITH all the Improvements now or hereafter created an tlm prapaW, and ail easements, appurtenances, and fixtures now or hereafter a part of the properly. All raplacomonts and addtne Shall also be covered by drls Security 7nst7t moat. All ofthe foregoing Is refereed to In this Security Iustrumnent as the "Property." Borrower understands and agrees that MRS held% only legal ihle to the interests granted by Borrower In this Security Instrummit but, N necessary to comply with lane or custom, MERS (as namiuee for Leader and Lender's and s to and as * o 1� ad t o evarolso my or all offhoso to take my yacht required of La d iu = Including, but not limited to, re to foreahose alt rh , and wing this Sacudty Instr BORROWER COVENANTS that Borrower is imtdtthly seised of the estate hereby convoyed and has the right: to maatgugo, grant and convey the Property and that the Property is unenonmberad, except for encumbrances of record. Bon owerwarrants and will deform generally the title to the Property against all claims and demands, m*jecd to any emanubrances ofrecard. THIS SECURITY INSTRCMQW combines uniform covenants for national use and non-uniform eovenamts with limited variations by jurisdiction to constitute a uniform security instrument covering real proporl . UNIFORM COVENANTS. Borrower and Lender covenant and agree as follows. 1. Payment of Principal, Interest, Escrow Recur, Prepayment Charges, and Late Charges. Borrower shall pay when due tlm principal 4 and interest on, the debt evidenced by the Note and any prepayment charges and Wo obarges due uadar the Nate. Borrower shall also pay fundsfor Escrow Items pursuant to Section 3. Payments due under the Note and this Security Instrument shall be made in U.S. currency. However, lfany check or other Instrument raceived by Lender as payment wider the Note or this Security lnsbunmat b rohnuad to Lander ua paid, Lender may requires that any or all subsequent payments duo tinder the Noto wad this Security instrument be made in one or more of the following fams, as selected by La dor. (a) cash; (b) mangy order, (c) =t red cheek, bank check, treasurer's check or cashlor's check, provided any such check Is drawn upon an institution whose deposits are insured by a federal agency, instrumentality, or entity; or (d) Eiectronte Fi Transfer. L*an Not 124139698 i+ ta"MW WV,% W& Fina�*F& whbkefteddfcMaMMttflifNSTk3AMn AM6M94 tedFena3o,o NO {{�p■■�� p� y oaooaaesCoapauweawm.ramm Book24963 /Page4355 CFN#20061053531 Page 3 of 22 Payments are deemed received by Leader when received at the location designated is the Now or at such other location as may be designated by Lender In accordance with the a )Ow provisions In Section 15. Lender may return any payment or partial payment if the payment or partial payments am 1nsuBkioat to bring the Loan current. Lender may accept any payment or partial payment insuMcient to bring the Loan owrout, without waiver of any rights haou nder or prejudice to its 60ts to ruse such payment or partial payments in tha brute, but Leader is not O bli ga t e d to apply such p at the time such payments are accepted. Neach Periodic Payment Is applied as of its scheduler} duo data, then Lender need not pay interest on umppkied funds. Lender mwy hold such unapplied funds until Borrower makes payment to bring the Loan current. If Borrower does not do so within a reasonable period of fte, Lander shall either apply such fluids or return them to Borrowat: Lf not applied faker, such finds will be applied to the outstanding principal balance under the Note immediately prior to frereciosum No offset or claim which Borrower might have now or in the future against Lender shall relieve Borrower from making payments dire under the Note and this Security Instrument or pmfwmhug the covenants and agreements secured by this Seem* Instrument. L Application of Payments or L'rueeeds. Enapt as otherwise dowfibed in the Scarlet 2, aU payments accepted and applied by Lender shall be applied in the follouvirag deice d►f priordy (a) katarest due under tiro Note; 70r applied to each Periodic P Srst to lac charges, second to d balance ofd ie Note. ander r�adves a payment from Bdarower for a dflialaeat Periodic Paymentwbich includes a sutWout amount to pay any Iota charge dire, t1c payment may be applied to the celsngttaat payment and the late omega. if meet than ore Periodic Payment is dnutstaridhug, Entire may el+Phy any pa}mmeat received ftm Borrower to the repayment of the Perdodk Payments if, and to the extent that; fseh payment can be paid 'In MI. To the extent that any excess exists after the payment Is applied to the full payment of one of more Periodic Payments, etch excess may be applied to any late charges due. Voluntary prepayments shall be applied first to any prepayment charges and then as described in the Note. Any application of payments, insurance procoods, or Miscellaneous Proceeds to principal due under the Nate shall not extend or postpono the due data, or obxV the amoxxt of the PariodloPapments. 3. Funds for Escrow Items Borrower shall pay to Lender on the day Periodic Payments are due under the Note, until the Note is paid bn full, a sum (rho "Funds") to provide for payment of amowts duo for (a) taxes and assessments and other items which can attain priority over this Secmily Instrument as a lift or oncumbrenco on the Properly; (b) leasehold payments or gronud rents ea the Property, If any; (c) premiums for any and all insrranco required by Lender under Section S; ands (d) Mortgage Insurance praml=% if any, or any sums pay" by Borrower to Lender in luau of the payment of Mortgage lusurance premiums in acoordauae with the provisions of Section 10. Those Items are called "Escrow Items." At origination or at ray time during ring the team of the Loan, Lender may require that Community Association Autos. Foes, and Assessmats, if my. be escrowed by Borrowear, and such does, fees and assessments shads be an brow Rem. Borrower shall promptly famish to Lander all noticas of amounts to be padd under this Section. Borrower shall pay Leader the Fitads for Escrow Items unless Lender waives Borrower's obligation to pay the Funds for any or all Escrow Roma. Lender may waive Borrower's obligation to pay to Lender Funds for any or all Escrow Items at any time. Any such wadvarmay only be in writing. la rho event of such waiver. Borrower shall pay directly, when and where payable, uhf amounts due for any Escrow Roma for which payment of Funds has boas waived by Lender and, If Leader re p4ros, shall tlrraish to Leader receipts evidencing such payment within such thne period as Lender may require. Born mar's obligation to make such payments and to provide moolpts shall for all purposes be doomed to be atomant and apasmeat contained in this soeurhy instrument as the phrase " covenntt ad agreement" is used in Section 9. It Borrower Is obllgatad to pay Escrow Items directly, pursuit to a waive; and Borrower fella to pay the amount due for an Escrow Item, Leader may oxereiso Its rights under Section 9 and pay such amount and Borrower shall than be obligated under Section 9 to relay to Loader any such amomit. Lender may r ovake the waiver as to any or ail Escrow Items at any time by a notice given in acccadam f wlth Section 15 cud, upon such revocddion, Borrower shad pay to Leader all Fund% afrd In such amounts, that era thron required under this Section 3. Louder may, at any time, colloct and hold Funds In an amount (to suffclent to permit Leader to apply the Fends at the time ape IfW under EESPA. and (b) not to exceed the xamda mn amount a lender curt redluire under Irian NO 12499698 > Asa. si>, +r enya erP+reteuataaNnoaoRMVSrxtnnto W MMY10diftdrOMMO elm - t1�CaurraAnCxSgVaCIC,aiC• - rage4of14 e40M tread waw.amcptheonaaaaoom ORBed.YtaCagpCmaanmsarx Book249631Page4356 CFN #20061053531 Page 4 of 22 ROM Lender shall estimate the amount of Farads due on the basis of current data and reasamoble estimates of eaponditaras offidare Escrow Items or othavisc in accordance withAppiicable Law. The Funds snail be hold in an institution whose deposits are Insured by a federal agency, inusQrunentaBty, or entity (including Lander, If Lender -is an inditiion whose deposits arc so insured) ar her any Federal HOW Lam Bauk. Lauder shall apply the Funds to pay the Escrow Items me, dater than the time specified under RESPA. Loader shalt not charge Borrower for holding ad applying the Funds, annually analyzing the escrow account, or• verawft the Fscrow Items, unless Lender pays Borrower interest on ft Funds and Applicable Law porous Lander to make such a charge. Unless. an agreement is made in writing or Applicable Law requires intaest to be paid an the Fluids, Lander shall not be required to pay Borrower arty interest or oamings on the Farads. Burrower and L ender cttn mica in writing, however. that interest shall ba paid on the Funds. Leader shall give to Borrower, without Charge, so annual ag ofthe Paola as required by RESPA. If theta Is it surplus of Rods held in escrow, as deStted under RMPA, Lender shall axotmt to Borrower for the excess fiords in accordance with RESPA. If there is a shortage of Funds hold in ssorv% as dofined under RFSPA, Leader shall notify Borrower as required by REVA, and Borrower shall pay to Lander the amount necessary to make IT the shortage to accordance with ROM, but in no more than 12 montbly paymeuts. If ibmrt Is a dle&simoy of Funds told in escrow, as defined under RESPA, Lander shall notify Borrower as roquirod by RESPA, anti Borrower shall pay to Lender the amount necossa y to maim up the detlelency in a mniame, with RESPA, but in no more than 12 mouldy payments. Upon payment in f1a11 of all sinus scoured by this Security Lnstvinumt, Leakier ahali prey refund to Burrower any Funds held by Lender. 4. Charger, Flans. Borrower shall pay all taxes, assessments, charges, flares, and impositions attributable to the property which on attain priority over this Seem* Instrument, lcusebold payments or ground rants on the Proparty, if any, and Community Association Does, Fees, and Assessments, If arty. To the event that these items arc Escrow Items, Borrower shall pay tree lathe manner provided in Section 3. Borrower Mall promptly discharge any lion which has priority over this Security Instrument unless Borrower. (a) agrees in wmitrng to the payruw of the oblignion socuuel by the lion in a manner 400opUblo 10 Landm but wily so Ioug as Burrower Uperforrming such agreement; (b) conWb the lien In goad faltr by, or dofmadb against enforoetmnt of the lion in. lead proceedings which in Lender's opinion opersta to prevant the enforcement of the liar while those proceedlep an pending, but only until such proceedings are 0=010114 0f (a) secures from the holder of the lira an agramum wAnfectory to Lender subordinating tie lien to this Swm* InA mmwt If Lmft dotormines that any part of the Property is subject to a liar which can attain priority over this SeW1W Inset umeut. Lander may give Borrower a notice identifying the liar. Witrin 10 days of rho daft on which that notice is given, Borrower shall satisfy the Ben or aka one or morn ofthe actions set forth above in this Seeder 4. Lender may require Borrower to pay a one -time charge for a real astdte tax verification and/ar reporting service used by Lender in connection with this Loan. & Property Insurance. Burrower shall keep the improvements now existing or horaattet• emoted on the Property insured aping doss by Sea, hazards included within tiro term "extended coverage," and ow other hazards including, but not limited to, earthquakes and floods, for which Lender mires insurance. This insarsaw shall be maintained in flte amounts (including deductible levels) and for the periods that Lender req*m What Lender requires pursuant to tho preceding statences can change during the term of the Loam. 'The Insurance carrier providing to insurance shall be chasm by Borrower subject to Lender's right to d i spprove Borrower's chador, which right shall not be oxen %W uiueasdntably Lender may require Borrower to pay, ineonaectOtt wlti this Loan, either: (a) a OD04rne charge for flood zone doterminafiou, certification and trucking services or (b) a onetime charge for flood zone d etenninadon and certiidcaion services and subsequent charges arch Lama ramappiags or shadier d rkges dwaxr which reasonably a dgbt affect such determination or corthYcatton. Borrower shall also be responsible for Ow payment of any fees imposed by the Fodwal Emergency ManagomentAgency in mmed0A with the review of any flood zoua demrminatoaresudthmg from an otdor don by Barrowar, If Borrower faits to maintain any of the coverages described above, Louder may obtain inuranee coverage, at Leudoes option and Borrower's expertise Lander Is under no obligation to purchase any particular type ar amatuut of coverage. Tharofora, such coverage shall cover Lander, but might or might not protect Borrower, Borrower's equity in the Property, or the contents of tla Property, agelmst my risk hazard or IiabBity and might provide greater 1= Loot 1 2 4139598 - - Mettle MoeOV SJV* Fungy-FearkMW/IW kbi" UNWORMRVMU UNT M1EFr81VSHOOMM3010 OW Toe COMMMME SOUNW PapSvrta ra+an am otand Leo m a m Book24963/Page4357 CFN #20061053531 Page 5 of 22 or leer coverage than was previously W effect. Sanwa ackrtowlxlge s that the cost of iha insurance coverage so obtained mio sig lilcantly exceed the cost of insurance that Borrower could have obtained. Any amounts disbursed by Lender under this Section S shall become additional debt of Borrower se AW by ibis SOCU itp Instrument 'these amounts is shall bear interest at the Note rata from the date of disbursement and shall be payable, with such interest, upon notice from Lender to Borrower requesting payment AD insure m policies required by bander and renewals of such policies shall be subject to Leadoes r* to disapptove such policies, shall include astandard mortpp chase and shall name Leader ash andlor as an additional toss Mae. Lander sbahl have the right to hold the policies and renewal cetftdm If Lender requires, Borrower sttA promptly She to Leader all raoeipts ofp4ll premium and renewal notices. If Harrower obtains auaq form of insurance coverage, not otherwise required by Leader, for damage to, or desbuction of, the Property, such policy shall include a standard m~ clause and shall frame lender as mortgagee andlor as an additional loss PWM In the event of loss, Borrower shall give prompt rice to the insmance carrier and Loudon Leader may make proof of loss if not made promptly by Borrower. Unless Lender and Borrower otherwise agree in writing, imy insurance proceeds, whether or not the umderfying insamace was required by Lam, gall be applied to restoration or repair of the Property, if the restoration or repair is commmically feasible and Lender's security Is not lessened, During ondn repair and restorations posrlod, Lender shall have the right to hold such insurance proceeds »DS Loader has bad an opportunity to inspect such Property to ensure the war* has boon completed to Lender's satisfaction, provided float such inspection shad) be undertaken promptly. lender may disburse proceeds for the rests and restoration In a single payment or in a series of propraas psymems as the work is completed. Unless an agreement is made in writing or Applicable Law regimes interest to be paid on such Insurance pro caeds, Leader shall not be rapdrW to prey Borrower any Interest or earnings on such proceeds, Fees for public a*wters, or other third parties, retained by Borrower shall not be 04 out o fthe insurance proceeds and shall be the sole obligation of Harrower. If rho restoration or repair Is not aconondoally feasible or Leader's sectulty would be lassoaed, this Insurance proceeds shall be applied to the sutras secured by ibis Security Instrument, whether or not then tire, with the excess, if mM paid to Borrower: Such insurance pnvcceds shall be applied In the orderprovided for in Section 2. If Borrower abandons the Property, Leader may file, negotiate and settle any available insurance claim and related matters. If Borrower doer not respond within 30 days to a notice from Lender that the insuranno carrier has offered to settle a claim, then Lender may negotiate and settle the claim. The 30-day period will boon when the notice is given. In either event, or If Leader acquires the property under Section 22 or other wise, Borrower hereby . assigns to Lender (a) Borrower's rights to any insurmrca pros In an amount not to exceed the amounts unpaid under the Not* or this Seomfty Instrument, and (b) any otter of Borrower's rights (other than the right to any refomd of unearned premiums pail by Borrower) under aril tasmance policies covering rho Property, insofar as such rights are rgrplicable to to coverage of the Property. Lander nay use the Insurance proceeds aidher to repair or restore the Property into pay smoumts unpaid under the Now or this Security Instrument, whether or not then Ohre. 6. Occupancy. Borrower shall occuA *dabllsh, and use the Properly as Borrower's principal residanea within 60 days after the execution of this Security lustrimnut and shall ocathrae to occupy the Property as Borrower's principal rosidance for at lewd one year after the date of occupancy, unless Lesmisa otherwise agrees in writing, winch consent shall not be unreasonably withheld, or Wass axtanuating circumstances exist which are beyond Borrower's control. 7. Preservation, Maintenance and Protection of the Property; Inspe diem Borrower shall not destroy, damage or Impair the Property, allow the Property to deteriuuate or commit waste can the Pnpeaty. Whether ar not Borrower is residing in the Property, Borrower shall maintain the Property in order to prevent the Property from deteriorating or decreasing in value due to its condition. Unless it is dotemtined pmmw to Section S that repair or restoration is not economically faasr'ble, Borrower shall promptly repair the Property if damaged to avoid fiuthesr deterioration or damage. If hmuuace or condemnation proccods as paid in connection with damage to, or the taking a& die Property, Borrower shall be responsible for rgmfriag or restoring the Property only if Lender has raheased proceeds for soda purposes. Lahr array ehsbwse proceeds for the repairs and rostwWa s in a sink payment or in a series of progress payments as the work is completed. if the insurance or condemnation proceeds arc not sufficient to repair or rester* the Property, Harrower Is not raHeved of Borrower's obligation for the completion of such repair or restoration. Icon No; 124139698 Md& MW V W44 -0 Family-F" or WWR&W No WMFA WWW T bdMiNoMMM30tl awn 4hateGta[Axe�Sotratx,rttG -- paac6ordl touts awl Book249631Page4358 GFN #20061053531 Page 6 of 22 Leader or its agent may make ressoaable entries Won and inspactlons of the Properly. If it has ressoaable cause, Leader may inspect the interior of the improvements an the Property. Lancer shall give Burrower notice at the time of or prior to such an interiorhnspection specifying such reasonable cage. & Borrower's Loan Application. Borrower shall be in deft* it during the Lam WkPAM process, Borrower or any persons or enthin acting at the direction of Borrower or with Borr'ower's knowledge or consent gave materially false, misleading, or inaccurate mfonauation or statements to Loodar (or failed to provide Lender w bb material Imornudon) do connection with the Loan. Material representations laclude, but are not limited to, mpresmMons concerning Borrower's occupancy of the property as Borrower's principal residence. 9. Protection of Leader's Interest to the Property and RAghts Under this Security bablunent. if (a) Borrower fails topetforat the covenaats and agreements contained In rids Searity iastroment, (b) theta Is a legal proceeding that might significautlir affe t Lender's Interest in the Property muter rights under this Security Instument (such as a praxeding In bankruptcy, probate, for condemaallon or forfeiture, for enforcement of a Han which may attain priority over this Severity Instrarneat or to enforce laws or regulations), or (c) Borrower has abandoned the Property, than Lender may do and pay for whatever a reasonable or appraprlate to grand Lender's irtoast in tic prop" and rights under this Security instrument, including protecting and/or assessing the value of the Property, and securing andtor repairing the Property. Lender's anus can Inclurcde, but arc not limited irk (a) paying any sums secured by a lien which has prlor* over this Security Iarshnent; (b) appearing in court ad (c)payarg reasonable attorneys foss to profit its interest in the Property and/or rights under this Security burr meat, including its secured positiwu in a bodumpicy proceeding. Securing So Property makes but Is not limited to„ entering the Property to make repairs, change looks, replace or board up doors and windows, *40 water frmn pipes, eliminate building or odw code violations or dangerous conditions, and have utilities Ironed an or oM Although Lender may take no don under this Section 9, Lender does not have to do so and is not under any duty or obligation to do so. It is agreed that Lender incurs no Habildty for not taking any or ag actions admizod under this Section 9. Any amorous disbursed by Lander under this $neuron 9 shalt begone additional debt of Borrow secured by this Security LL*umont These amounts shall bear ho rest at the Note rate firm the date of disbmement ad shell bepapable, with such iatares,uponvotice from Leader toBorrow mgoestingpaymont. If this Security Instrument is on a leasehold, Burrower shall comply with all the provisions of the lease. If (foram acquires fuse title to the property, ** leascbold and the fee tulle shall not merge unless Landes agrees to rho >emor in Wang. 30. Mortgage Insurance. N Lender required Mortgage Insurance as a condition of mal* the Lem, Borrower shall pay the prom mus requand to maintain the Mortgage hmmi ice in effect. If, for arty mason, the Mortgage insurance coverage required by Lender ceases to be available from the mortgage inamrs that previously provided such Insurance and Borrower was required to make separately designated payments toward the preamuns for Mortgage Instance, Borrower shall pay the preaniums required to obtain coverage substantially equivalent to the Mortgage Insurance previously in effect, at a cost substantially equivalent to the oast to Borrower of the Mortgage bmwaace previously hi effect, ficon an alte rase mortgage insmor selected by Larder. If subst"* equivalent Mortgage Insurance coverage Is not available, Borrower shall continue to pay to Lender tho amc ant oftbe separately dosed payments that wore due when the insurance coverage ceased to be in effect. Lender will acceA use and retain these payments as a nowtofimdable loss reserve in lieu of Mortgage Insurance. Such loss reserve shall be now"fundable, notwithstanding the fad that the Loan is ultimately paid in tldl, and Lander shall not be required to per Borrower any interest or earnings on such loss reserve. Lauder on no longer require loss reserve payments if Mortgage Braursoos coverage (in the amount and for the period that Lenderrequuirm) provided by an insurer selected by Lander again becomes avail", is obtained, ad Lender requires separately designated pqmvts toward do pro rums for Mortgage losoraaex.' If Leader mqudred Mortgage Insurance as a condition of making the Loa and Borrower was required to awake separately designated payments toward the premiums for Mortgage Insurance, Borrower shell pay the preaniums required to maintain Mortgage Insurance in a ec4 or to provide a nowrefunds16 Ion reserve, until Lender's requirement Poor Mortgage Insurance ends in accordance with any writtan agreemo t between Burrower and Lender providing for such termination or =0 termination is required by Applicable Law Nothing In this Section 10 affects Borrower's obligation to pay interest at the rate provided In the Neu. XCM Not 124339598 Re" M MML �Fe arrawdrMmTaddkbbet>;VIRORMMMI1M M a►tEU MMdldWFWft90fOWN —TM C WWWW' M Mr.— YF a a► � Book249631Page4359 CFN #20061053539 Page 7 of 22 Mortgage Insurance reimburses Lender (or any entity that Purchases the Note) for certSht losses it nay brcru if Borrower does not repay the Loan as agreed. Borrower is not It party m the MOMW Insurance. Mortgage i>LSCUers evaluate their total risk on all such insurance in force frown time to time, and may enter into agreements with other parties that snare or modify their risk, or reduce losses. These agreuneOIS are on USIUS and conditions the are satisfactory to the mortgage insurer and rho other party (or parties) to those ate. These agrvoirncnts may require the mortgage insurer to make payments using any source of Itmds that the mortgage insurer may have available (which may include funds obtained from Mortgage hwranca p"MkAw). Asa result of those agreements, Lender, any lIRe of the Note, another insurer, anyrolasaw, any otba envy, or any a8'Bhate of any of the foregoing, may receive (diready or indirectly) arno tft that derive fin Of might be characterized as) a portion of Borrower's payments for Mortgage Imo, in exchange for sharing or mocBtryiag the nacrxtgage in�mr's risk, or t+eticeing losses. If snot agreement provides that an at�hiate of Center takes a share of the insurer's risk is exchaurgc for a share of the premiums paid to the insu'sr, the arrangement Is - Oven termed - too" MO !, g (a) Attl* such agreements wM not street the amounts that Borrower has agreed to pay for Mortgage Insurance, or any other terms of the Loan. Such agreements will not Increase the amount Borrower WM owe for Mortgage lnsnrsuce, and they wi8 not entitle Borrower to any rafand. (b) Any such agreements will not aired the rights Borrower has -• if any — with respect to the Mortgage insurance under the Homeowners Protection Act of 1998 or any other law. These rights may include the right to receive certain disclosures, to request and obtain cancellation of the Mortgage Insuramee, to have the Mortgage Insurance terminated automatically, an+dtor to receive a rduud of any Mortgage Insurance premiums that were nnaarned at the time of such cancellation or termination. 11, Assignment of Miscellaneous h?meeds; Forfeiture. All Miscellaneous Proceeds am herreby assigned to and shalt be paid toLendet N to Property is dates, such Mdscolia onus Proceeds shall be applied to restoration or repair of the i" reperty, if the restonden or repair is econondoaihy feasible and Lender's security IS not lessened. During Such repair sad restoration pentad, Letrdea shall have the rigid W hold such Migogilwous proceeds untit ImWer has tad an ogportwrtty to inspect stab P1 Y to ensure tins work Iran been campletal to Lender's 3011 aotson, provided tier such inspeion shall pronmtly Lerrc�r may �y for the and restoration in a single ohisbursomerrt ar in a setIce ofprogress payments astber work is campheted Unless an agreement is arcade In writing orAppikablo Law tegrdras hit : o be pakt urn such Miscellaneous Eroceeds, I�errder shall not be re plod to pay Bottower arty* interact or aarnsngs on Bach Miscellaneous P:oaxda. if the resteratior is or not economically feasible m La�desr s would be tease red. rho Misfleriaaeous Pravda shaA be to the sums secured by this Security lkstramwdt whetter or not then sue, with the arrows, if any, paid to Borrower. SuA M iseellaneous rrocecds shall be applied in the ord provided for in Section 2. In the event ofa total taking, desbuction, or loss In value of the Property, the Miscallanem Proceeds shall be applied to the sums sourced by this Swm* Insantmens, whether or not than sae, with the exoess, if cry, paid to Borrower in the event of a partial taking , desion, or loss In value of the Property inn which fire fair market value of the Property iunnediately before the partial taking, destructim or loss to value Is equal to or greater then the amount of tho stuns secured by this security Ina tnu nt Immedlately before the partial taking, dostruction, or loss in vadre, unless Borrower and Lender comwise agree in writing, the sans secured by this Security Insuuuunt shall be reduced by the amount ofthe Miscaliaaeouts Proceeds multiplied by the fallowing fracdoti (a) the total amount of the awns secured immadlately bethre the partial tdit desbucilon, or * loss in value divided b (b) the fear market value of rho Property lately before then partial tai3og, destruction, or loss in value. Arty balanco shall be paid to Borrawan In the ovens of a partial taking, desuueft, or lass in value oftlre Property in which the fa'rmwketvaluc of the itmnedieftlyy before the partial takiteg, doshootion, or less In value is lass than the amotuu of die sums immediately before the partial taking, dostrtston, or Ioss m value, unless Borrower end Lender otheroMe Wee in writing, the Miseellaroous Proceeds shall be applied to the sum secured by this Security Instrument whether or not the stuns are than due. Lrx't.>n Iva• 124139698 furrtnAator s >sa l �►maMSdxeaatat►taetna�oltatn vi►ttart MERSUoatned Fam 3010 OVO T)MCoxeruew=SoURMINr -- Pape8orU ruaaL UN wwueomprraeaaawV=ft o sseawron•»saaar�a NuMMMI V Book249631Page4360 CFN#20061053531 Page 8 of 22 If tie Property is abandoned by Bortower, or if, altar notice by Lender to Borrower that the apposing Pauly (as defined in the next sentence) offers to make an award to settle a claim for damages, Borrower fails to Mvood to Lender within 30 days afber rho data the notice is given, !.ender is at#hwlwd to collect and apply the M 80911ansous Proceeds either to maturation or repair of the Proporly or to the sums seared by this SCOMOy bsnnment, wh4w w not then due. "apposing Party" moans the third party tint owes Borrower Miscellaneous Proceeds or the party against whom Borrower has a right of wdon in regard to Miscellaneous Proceeds. Borrower shall be in default ff any action or proowdi* whether civil or cimwtal, is began that, in Lender's judgment, could result in forfeiture of fife Property or other material impairment of Lender's intar* In the Prop" of rights cruder this Se ur* Instrument. Borrower can ewe such a detoilt and, if aeon has ocom od, reinstate as provklod in Section 14, by causing the action or proceeding to be dismissed vUb a riding that, In Lender's judgmrent, precludes forfeiture of the Property or other material impairment of L.ender's itattrat in the Property or tights under this Security Instrument. The prwea& of any award or claim for damages flat are attributable to the impairment ofUnder's mtorast In the Pwpatty are hereby assigned and shall be paid to Leader. Alt Macolleneous Proceeds that are not applied to restoration or repair of the Property shall be applied In the order provided fain Section 2. 1R. Borrower Not Released* Forbearaaee By Leader Not a Waiver. Extansion of tho tinmo for payment or modification of amortization of the sums secured by this Security last granted by Lander to Borrower or any Successor in Interest of Bower shed not "raw to release the liability of Harrower or my Suers in Interest of Bornwre . Lender shall not be =T*cd to octtmtewo proceedings against cue' Successor In 110181"1 of Borrower or to raMse to extend time for payment or oftwino ntadify smortbation of the sates secood by this Security Instrument by room of any demand made by the original Harrower or my Successors In 3nklu t of Borrower. Any forbearance by Lender in exercising any right or remedy including, without 11mdtaliost, Letxlar s acceptance ofpayments from third persons, entities Ices thtandae amount then dua, shall not be awaiver of or preclude the exadso of any right orremody. 13. Joint and Several 1.iabitkn Co- signers, Successors and Assigns SOMA Borrower eovonams and agrees that Borower's obligations and liability shall be; joint and several. However, arty Hcwower who casigas Sam* Instrnment but does not execute the Mote (a `co 'k (a) is eo- stgolag this Security butrtrrtent only to mortgage, grant ad convey the co signer's interest to the Property under rho terms oftbds Steamily Inshuinent; (b) is not pemoaRy obligated to pay the sums secured by this Security losirument; and (c) Was that Loader and any other Borrower can agree to extend, modify, forbear or make any accommodations with regard to rho twu of this Security Instrument or the Note without the co-signer's consent. Subject to the provisions of Section 18, any Successor In lntereat of Borrower who actions Botrower's obligations radar this Security Instrwmwrt in writing, and is approved by Lender, shall obtain all of Homers rights and benefits under this Sectu3ty Instrument. Borrow shall not be released from Borroww's obligations and NOW trader this Soewky Instrument unless Lender agrees to such release In writing. Tie 000118111ts and agreements of this Security Instrument shall bind (axe-apt as provided In Seddon 20) and benefit the successors and assigns of Landon 14. Loan Charges. Lender may charge Borrower foes for services puf cell in eonnooda with Borrower's default, for the purpose of protecting Lender's interest In the Property and rigdIts under this Security InstrumaK imtckWing, but not limited to, attoaameys' fees, property inspoction and vdusdon fees. In regard to any other Foos, the absence of expam authority in this Swarity Instrument to charge a deft fee to BOrrtnwer 131011 ,40 be construed as a prohibition on the *ha l t& of such fee. Lender may net charge fees that are expressly prohibited by this Security lastramaent or by Applicable Law. If the Loan is subject to a law which sots maximum loan charges, and that law ds finally interpreted sc that the hm rest or other lama charges collected or to be collected in connection with the Loan exceed the permitted limits, than (a) any such loan charge shell be arehtced by the amount necessary to reduce the charge to the permitted limit; and (b) any stuns adroady collcoted firm Borrower which exceeded permitted limits will be mfdtnde l to Borrow=. Lender may choose to make this refined by reducing the principal owed trader the Note or by making a direct payment to Borrower. If a refund taftes principal, the reduction will be treated as a partial prepayment without anry pwpaymen charge (whether or tat a prepayment charge Is provided for under the Note). Borrower's Texan Not 129139698 Flo asbu"e. ShoFmnar• FsaatelHaNRreddkbf "VOORM]NSMMENT MF3i3ModlliadFoeat3810OM TMzCommaczSatrxz,llac,— hpgorr4 oroataeeaa a aM »ww� V - " '.43 Book24963 /Page4361 CFN #20061053531 Page 9 of 22 acceptance of any such refimd mark by direct payment to Harrower will constituto a waiver of any A* of ectioa Borrower might have arising out ofsrroh overcharge. 15. Notices. All notices given by Borrower or Lender in connection with this Security Instramant must be in wrMag. Any notice to Borrower in connection with this Security instr m ent droll be deemed to have been given to Borrower when maned by first class mail or when actually delivered to Borrower's notice address ifsM by other means. Notice to any am Borrower shall constitute notice to all Borrowers unless Applicable Law expressly requires otherwise. The notice address shall be the property Address unless Borrower has designated a sulstittte notice address by notice to Lauder. Borrower shall promptly notify Lender of Borrower's change of address. If Lender specifies a procedure for reporting Borrower's chanto of address, then BoUrower sbail only report a change of address through that spaatfied procedure There may be only on designated notice address trader this Security bsb naM at any one titae. Any uWat to Lender shall be given by delivering it or by mailing It by Srst class mail to Lamdar's address stated herein unless Lender has designated another address by notice to Borrower: Any notice in connection with *b Security bubumaent shall not be deemed to have been given to Lender until adualdy received by Lender. If any notice required by this Security Insument is also raquhud under Applicable Law, the Applicable Law ropketneat will satisfy the corresponding requirement Under this Seen* Instrument. 1C Governing Law; Severability; Rules of Construction. This Security Instrument shall be governed by federal law and ft la*~r of the *bdiction in which the property is located. All rights ad ob8gatiems contained in this security Instrument are sub to any requirements and #Imitations of Applicable Law. Applicable Law might expliaitly orimpliddy allow The parties to agree by contract or it might be spent, but such silence shall not be construed as a probibition against agreement by contract. in the evens that any provision or clause of this So=* lnsaument or the Note confliota whhAppliceblo Law, such oontlIct shall not affect other provisiaas of this Security bmument at the Notewbich can be given effect without tire. catioting provleidnt. As used in this swarity bstnatent (a) words of tin moscttllre gander shall mean ad include corresponding neuter words or words of the, fembAw gender (b) words in tbo siagulat AM men and Include flue plural and vice versa; and (c) the word "we gives sole discretion without cry Obligation to take my action. 17. Bor"tes Copy. Borrower shall be given one copy of the Note and of this Segsity lustrument. ttl. •Trannda of the Propertyar a Dmelidal Iabrat is Borrower. As used in this Section 18, "b orest in the properly" memos any legal or beneficial interest in the proper% including, but act limited to, those beneficial Interests trausf red in a bond fbr decd, contract for deed, bailment sales contract or escrow agreement, the intent ofwhich is the transfer o'tifle by Borrower at a firbae data to a pumbasar. if all or any part oftbe Property or any interest in the property is sold or transIbaW (or ifftroworIs natural person and a beaaSctal interest in Borrower is sold or t wmfi try without Lenders prior written consent; Lender may requfre imtxiedisto payment In JIM of all suns secured by this Sam* Instrvmrent. Howover, this option shah not be exercised by Lender if such exerdse is prcbibited by Applicable Law. If Leader exercisasthis option, Lender shall give Borrow" notice of acceleration. The notice shall provide a period of net less than 30 days from the date the notice is given in acumdow with Section 15 within wbioh Borrower must pay all sums scoured by this Security Instrument If Borrower fails to pay these suns Fiat to the expiation of this period, Lander may Invoke any remedies permitted by this Security Instrument without JIMIM notice or demand on Borrower. 19. Borrower's Right to Reinstate After Acceleration. If Barrowor mean curtain conditions, Borrower shall have the sight to have emfarcement of this Security Instrimat discoatinued at any tiro pilot to the. evilest Of (a) five days before s* of the Property pursuant to any lower of We contained in this Sacuily bstrumcat (b) Well other period as Applicable Law might sped* for the termination of Borrower's A& to rebwate; of (c) entry of a judgmett enforcing this Setauity Instrument Thcso conditions are that Borrower. (a) pays Leader all sums which th on would be due under this Security Instrasssmt and the Note as if no acceleration had occurred; (b) autos any default of any other covenants or agreements; (c) pays all expenses incuned in onforclag this Security Instnmront, Including, but act Broiled to, reasonable attorneys' felon, property inspection and valuation fem and other foes iucared far the pnpme ofprotecting Lender's Interest In the Property and rights under this Security Ins and (d) takes such action as Lander may reasonably require to assure chit London's Interco in the Properrty and rights under this Security Instrument, ad Borrower's obligation to pay the suers seamed by this Security instrument, shaft conthme unchanged. Leader way n4ub a that Borrower pay sack reinstatement sums and expwm in one or mew Loan Not 12413969 Plor.6 fMor ShoFam %yFeruriorvloAWM4areulaeU"OM MRubuNT IMEumbfitreeFOMMON1 — msC souKW.rrre,.:.. r.FtoGrte enartsh.cs�ca� m8" Book249631Page4362 CFN#20061053531 Page 10 of 22 of tiro following forms, as selected by Lander: (a) cash; (b) money order; (a) certified check, bank chock, tr eearer's check or cashier's check, provided any such check is drawn upon an institution why deposits are insured by a fWarad agency, instrumamta lly or amity; or (d) Electronic Funds Transfer. Upon reinstasemeai by Baarowe; tide Serenity Instrument end obiigattans secured hereby shall remain fully effective as if no modexrattaa had occurred. 110"Ve4 this rw to rewtate shall not apply In to case of acceleration under Scotian 1& 20 Sale of Note; Change of loan Servicer; Notice of Grievance. The Dote or a partial infer in the Mote (together with this Security lostrmaemt) can be sold one or more times withontprior notice to Borrow= A sub might result in a change In the entity (kaowa as the "i.oam Sorviocr") that collects Periodic Payments duo under the Noto and this Secwity Instrument and performs other mortgage loan servicing obligatiaas under the Nato, this Security lnatrtument, and Applicable Law. Them also might be one or more changes of tdm Loan Servicer unrelated to a sale oftiro 2+ Tote. If there is a change of the Loan Servicer, Hoxrowar will be gives writer retiree oldie which will state the mono and address oftx now Loan Savicor, the address to mW& payments should be made and any other information RESPArer *w in oonneWon with a notice of tramefecr of servicing. If tba Note is sold cad thereafter the Lou is serviced by a Loan Servicar other than the purchaser of the Nat®, the mortgage loam sar*b* oblisations to Borrower will remain with the Loam Sarvicer or be transferred to a successor Loan Serviear and ens not assumed by tho Noto purchaser unless ottanwise provided by the Note purchaser: Neer Borrower nor Lender may commen -, join, or be joked to my judicial action (w eWw an individual IiNgant or the member of a class) that arises from the other party's actions pursuant to this Seau3ty Instrument or that alleges that the other patty has brewbed nary provision of, or any duty owed by neaten 4 this Security instrument, until such Borrower or Lender ha$ notified the other party (whir Such notice given In compliance with the reoluhawas of Section W of scab alleged breach and afforded the other patty hereto a reasonable period after the giving of sub notice to take corrective action. NApplicabla Law provides a *0 period which must elapse before certain action can be taken, that time period will be deemed to be reasonable for p urposes of this paragraph. The notes of acceleration and opportunity to case given to Borrower ptusuad to Sa tiou 22 Bard the notice of acceleration given to Borrower pursuant to Section 18 shall be deemed to ssO* the notice and opportunity to take coneotive action provisions of ft Section 20. 21, Hatt udons Substsum As used in this Section 21: (a) "Hazardous Substances" am those substances defined as toxic or hazardous substances, pollutants, or wastes by Environmental Law and the following shoes: gasoline, kerosane, other flammable or trade petroleum products, toxic pesticides and herbicides, volatile solvents, materials containing asbestos or formaldebyda, and radioactive materials; (b) " Envkonmental Law" mans federal laws and laws of the jurisdiction where the Property is located Wet rolata to he" safcty or eurvhOWMW protection; (a) "Environmental Claaanup" includes nary response action, remedial action, or removal action, as defined in Environmental Law; and (d) an "Environmental Condition" mesas a condition that on cause, coutribrodo to, or otherwise trigger an Environmental Cleanup, Borrower shall not cameo or primal# the presence, use, disposal, storage, or release of any VAnWous Substances, or tbreatan to release any Hazardous Substances, on orb the Property. Borrower shall nai do, nerallow anyone the to do, anything aifastng the Property (a) that is it violation of any Farvirmunemial Law. (b) which creates an Environmental Condition, or (e) which, due to the presence, use, or release of a Hazardous Substance, creates a condition that adversely affects the value of the Property. The preceding two sentences shalt hot apply to the prasesce, use, or steerage an the PropmV of small quantities of Hazardous Substances that at generally recognized to be appropriate to normal residential uses and to maiwnance of the Properly ( including, but not limited to, hazardous substances in consumer products). Borrower shall promptly give Lender written notice of (a) any investigation, claim, demard, lawsuit or other action by any Bove mantel or regulatory agency or private party Involving the Property and any Hazardous Substance or Environmental Law of which Botmwar has actual knowledge, (b) any Envhomnentai Condition, including but not limited to, any spitlang, leaking, discharge, release or threat of release of any Hazardous Substance, and (c) any condition caused by We prescmca, use or release of a Hazardous Subsaanns which adversely affects the value of the Property. If Borrower learns, or is nutlet by any govornmooW or regulatory autlu ty, or any private patty, that cry removal or odw remoddallon of any hazardous Substance affecting tae Property is necessary, Borrower shalt promprdy talon all necessary remedial actions in accordance with Environmental Law. NoWdrgherehn shall create any obligation on Lender for an Favirmusental Cleanup. La Nor 124139698 1�EattdaMortaaga5lagkPasq@ yFetadeMadFmdeRoMsetRilPt )ItMINSIR(t ti MERSMWSMM3410 — »PaeCOr4�rrtiVU�SaVats,rxc.- PAge ri oft4 recta. UM •+�+�.00m c2�6steCayamo,Sava..aia U.' Book249631Page4363 CFN #20061053531 Page 11 of 22 NON - UNIFORM COVENANTS. Borrower and Lender farther covanot and agree as follow 22. Acceleration; Remedies. Lender sholl give melee to Borrower prior to acceleration following Borrower's breach of any covenant or agreement In this Security Instrument (but ad prior to acceleration under Section 18 unless Applicable Law provides otherwise). The notice shall specify: (a) the default; M the action required to cure the default; (c) a date, not less than 30 days from the date the uothe is given to Borrower, by which the default must be eared and (d) that More to cure the default on or before the date specified to the notice may result In acceleration of the sums secured by this Security Iastrom=4 foredown by judicial proceeding and sale of the Pro" The notice shall farther inform Borrower of the right to reinstate after acceleration and the right to assert In the foreclosure promediag the nos- e:dstence of a detault or any other delease of Borrower to acceleration and foreclosure, If the default Is net oared on or before the date specified in the notice, Loader at its option may require Immediate payment In full of all sums secured by this Security Instrument without farther demand and may foreclose tots Seonrlty Instrument by Judicial proceeding. Lender shall be entitled to collect an expenses incurred In pursuing the remedies provided is this Section 22, Including, but not limited I% reasonable attorneys' fees and costs of title evidence 23. Release. Upon payment of all sum stowed by this Security Instrument; Lender shall raleasc ibis Seowity bnstrumarrt. Borrower shall pay any recosddethm costs. Lender may charge Borrower a fee for relouing ibis Security lumnar a rt. but only if Ow fee is paid to a third party for services rendered and the charging of the fee is permitted uncle rApplicablc Law 24. Attoraeya' Fees. As used in tiffs Security Instrument gad the Nom, Worneye fees shall include those awarded by an appellate court and any attorneys' fees incurred In a bankrurptcy proceeding. 25, JuryTrlal Walven 'Tins Borrower hereby waives any d& to atrial by jury to any action, promAig, claim, or caumrareiaitd, whether in contract or tort, at law or in eq ty, arising out of or In any way related to finis Security Imtrument or the Note. Lcan Nos 1241,39690 i�€ ors. ,see>�ny.�r�e�a�nev�a�uit�tntn► �as�to,�a�g� at�u TWCOMMAMMSOVars: Me— t' pnoft4 ro►rrt nor wowm�ppllueaoveaoae o3mssnscq,peinecsamn,tm. V AA S Book24963 /Page4364 CFN#20061053531 Page 12 of 22 BY SIONNO BELOW, Borrower accepts and agees to the terms and covenants contalued in this Security hvwmaut and in my Rider executed by Borrower and recorded with it Signed, sealed and delivered in the presom 06 Witnesses: � (seal) YZA VICRUM DE L& C MMM Hormwa `�'C�' IP.art�d 7ip�pt, orsrm�ralNaua! bbted 7ypawfta,orStmupadNwm Post-OMM Addr= 7250 SW E3 STREET UNIT 29, NINO, FL 33255 (Prtatad � orsro�sdNa�mJ FrtotA TypemaAW4 or310ngadN— Post - Office Address: (Seel) -Bang= lPrbrred �a+n/t✓m+, or,St'�dNaeeJ Post- Office Address: - 8oaewa (P+au�d � av:.WweprQNautl Past - Ofice Address: IiRAtt ND% 1 1396al FtarT xmvw ft* Fina}Ap,FaaMo Al 4 ad3f t Mae QWORMRmRRCIh mT bum brod"W FOM3110 0"I llaetAxltmummSOUSAX,b c.—• hge u oru fawn mw ww aYADt7tdrCoMOl3MOe8oewe:ruo. Book24963 /Page4365 CFN #20069 053531 Page 13 of 22 Stab of ::r-) %- Dr � d § Cotmty of H1 Ctrfy% The fampb* bsf rant was acknowledged befm me 9►fs [dab] by VIMM tS 7,A. C MW l� who is pe"Ondly lmmn to mo or who hs psodumdR , 6 jl Perms» ac oxded9�bfT� two ofWrAwanow as kkIM8 M S ofPszsaa7d 8w ",. wow tae tYypaa, PA" ors d _ !! co mmimolowm 7 m IM sa��i �S05dQ9f2010 73tleorReafc Settal2Jumba,�'any No t 12 4139698 l4 Mo g�sinploFeaanr•�4 hM.M�CadienLuXININa Mn jal; ix N=Mod&dFwm3fltf OJM %m cmnu=sou*mwc, - Ftel4of%4 14"m nw aaro:omNa"Mmmom 9"Knnc es�arm Book24963 /Page4366 CFN #24061053531 Page 14 of 22 F13MADJUSTABLE RATE RIDER INTEREST ONLY PERIOD (I -Year LIBOR Index - Rate Caps) (AssamNa after b dttal Period) ( 10 Year Interest Onriy Period) Loan 4 124139698 xmt 100055401241396987 THIS ADJUSTABLE RATE RIDERls made this 31st: day of Auguet, 2006 , and Is incorporated into and shaft be deemed to amend and supplement the Mortgage. Owed of Trust, or Seccs3ty Dead (the °Security Instrument ") of the same date given by the undersigned (the "Borrower") to sure the Borrower's Adjustable Bate Note (the "Note ") to =MQC t3 M, F.S.B., A FWMi11CW CiRMEM SAVAIGS EIW (the "Lender") of the same date and covering the property described In the Securty Instrument and located at 186 PE 108 a'1'RF2;T', XMW, PL 33161 Ipropetty Ate) THE NOTE CONTAINS PROVISIONS ALLOWING FOR CHARGES IN THE INTEREST RATE AND THE MONTHLY PAYMENT. THE NOTE LIMITS THE AMOUNT THE :BORROWER'S INTEREST RATE CAN CHANCE AT ANY ONE TIME AND THE MAXFd41UM RATE THE BORROWER MIDST PAY. ADDITIONAL COVENANTS. in addition to the covenants and agrwwnnents made In the Swcurky Instrument, Borrower and tender further covenant and agree as follows: A. INTEREST RATE AND MONTHLY PAYMENT CHANGES The Note provides for an Initial interest rate of 7.250 4 1 0. The Note provides for changes In the Interest rate stud the monthly payments as follows: 4. INTEREST RATE AND MONTHLY PAYMENT CHANGES (A) ChengeDates The Interest rata I wih pay may change on the first day of Ssptarber, 2011 and may change on that day every 12th month thereafter. Each date on which my Interest rake could change is caned a "Change Date•" IndyMna Bank FdxedtAdjustable Rate Rider -WSJ 1 Yr. Libor- Interest Only Period - Multistate pap 1 of 5 Form 8801 8480831 (050 VMP Mortgage Solutions. Inc. (SW)5217291 an V Book249631Page4367 CFN#20061053531 Page 15 of 22 (B) The Index Bunning with the first Change Date, my interest rate wi8 be based on an index. The index" is the one -yeas London Interbank Offered Rate (•LIDW) which is the average of Interbank offered rates for one -year U.S. dollartdenorninsted deposits in the London market, as published in The Waft Street Journal The most recut Index figure available as of the data 45 days before each Change Date is called the "current index." If the index Is no der available, the Note Haller will choose a new index which Is based upon comparable information. The Note Fielder will give me notice of this choice. (C) Catculationof Changes Before each Change Date, the Note Balder will calculate my new interest rate by adding wee w4 250/1000tba percentage point(s) ( 3.250 %) to the Current Ilex. The Note Holder will then round the result of this addition to the twang one - eighth of one percentage point (0.126%). Subject to the limits stated In Section 4(0) below, this rounded amount will be my new Interest rate until the next Change Date. The Note Holder will then determine the amount of the monthly payment that would be sufficient to repay the unpaid principal that 1 am expected to owe at the Change Date in full on the maturity date at my new interest rate in substantially equal payments. The result of this calculation will be the now amount of my monthly payment. (D) Limitson Interest Rate Changes The interest rate I am required to pay at the first Change Date will not be greater than 12.250 % or lass than 3.250 % Thereafter, my interest rate will never be increased or decreased an any single Change Date by more than tuo axhct. 10/100(i percentage points) ( 2.000 ° ! a) from the rate of interest i have been paying for the preceding 12 mantis. My Interest rate will never be greater than 12.250%. (E) Effective Date of Changes My new interest rate wig become effective on each Change Bate. f will pay the amount of my new moMhiy payment beginning on the first monthly payment date after the Change Date urhtl the amount of my monthly payment changes again. (F) Notice of Changes The Note Holder will deliver or mall to me a notice of any changes in my Interest rate and the amount of my monthly payment before the effective date of any change. The notice will Inc We information required by law to be given to me and also the No and telephone number of a person who Will answer any question t may have regarding the notice, 11011 1 t ir filet 124139598 Form Seal 31 (0506) Papa 2 of 5 NO Book24963 /Page4368 CFN#20061053531 Page 16 of 22 B. TRANSFER OF THE PROPERTY OR A BENEFICIAL INTEREST IN BORROWER 1. UNTIL BORROWER'S INITIAL IN'T'EREST RATE CHANGES UNDER THE TERMS STATED IN SECTION A ABOVE, UNIFORM COVENANT 18 OF THE SECURI YINSTRUMENT SHALL BE IN EFFECT AS FOLLOWS: Transfer of the Property or a Benef€ lalinterest In Borrower. As used In this Section 18, "Interest In the Property' means any leaf or benellolal Interest . in the Property, including, but not limited to, those beneficial Interests transferred In a bond for deed, contract for deed. Installment sales contract or escrow agreement, the intent of which is the transfer of We by Borrower at a f rtum date to a purchaser. if all or any part of the Property or any Interest In the Property Is sold or transferred (or If Borrower Is not a natural person and a beneficial Interest In Sommer is sold or tran0wed) without Lender's prior written consent, tender may require knmedlate payment In fWI of all sums seamed by ft SwMty Instrument. However, this option shall not be exercised by Lender €f such exerclse Is prohibited by Applicable Law If Lender exercises this optlom Lender shall ghre Borrower notice of acceleration. The notice shall pray €de a period of not less than 30 days from the data the notice is given In accordance with Section 15 within which Borrower must pay all sums seamed by this Security Instrument. If Borrower fails to pay these sums prior to the expiration of this perlad, Lender may invoke any remedies permitted by this Security Instrument without further notice or demand on Borrower. 2 AFTER BORROWER'S INITIAL INTEREST RATE CHANCES UNDER THE TERMS STATED IN SECTION A ABOVE, UNIFORM COVENANT 18 OF THE SECURITY INSTRUMENT DESCRIBED IN SECTION 131 ABOVE SHALL THM CEASE TO BE IN EFFECT, AND THE PR0VWoN8 OF UNIFORM COVENANT 18 OF THE SECURITY INSTRUMENT SHALL BE AMENDED TO READ AS FOLLOWS: Transfer of the Property or a Beneflclal interest In Borrower. As used In this Section 18, "interest In the Property" means any kKjW or benef lel interest In the Property, Includkv, but not limited to, those beneficial interests transferred In a bond for deed, contract for deed, Installment sales contract or escrow agteeOM9, the Intent of which Ia the transfer of title by Borrower at a future date to a per. 1 1111011 1 8 BOt3A (0 Page Page 3 of 5 Forrrr 0 k) ' " Book249631Page4369 CFN#20061053531 Page 17 of 22 If all or any part of the Property or any Interest in the Property Is sold or transfemed (or tf Borrower Is not a natural person and a beneficial Interest In Borrower is sold or transferred) wWxxA tender's prior written consent, Lender may require Immediate payment In full of all sums secured by ft Security Instrument. However, this option shah not be exercised by Lender W such w wdw Is proftited by Applicable Law. Lender also shall not exercise ttds option It (a) Borrower cars to be submitted to Lender Information required by Lender to evaluate the Intended transferee as If a new loan were being made to tine transferee; and (b) Lender reasonably determines that Lender's security will not to Impaled by the loan assumption and that the risk of a breach of any covenant or agreement In this Security Instrument Is acceptable to Lender. To the ext�Dt, permitted by Applicable Law. Lender may oharge a reasonable fee as a cmMdn to Lender's consent to the loan assumption, Lender may also require the transfers to sign an. assumption agreement that Is acceptable to Lender and tit obligates the transferee to keep all the promises and agreements made In the Note and In this Security Instrument. Borrower wih continue to be obligated under ft Note and We Security Instrument unless Lender releases Borrower In writing. If Lender exercises the option to requke Immediate payment In W, Lender shah give Borrower notice of acceleration. The notice. shelf provide a period of not less than 30 days from the date the notice Is given in accordance with Section 15 withtn which Borrower must pay all sums secured by tWs Security Instrument. tf Borrower falls to pay these sums prior to the expiration of this period. Lender may Invoke any remedies permitted by ills Security Instrument without further notice or demand on Borrower. L*a ir7oa 339698 Form I3ii01. 08311 ( ) Page 4 of S . 6105 Book249631Page4370 CFN#20061053531 Page 18 of 22 BY SIGNING BELOW, Sommer accepts and agrees to the terms and covenants contained In this Adjustable Rate Rider. 'V:CCRM I E rA MMM So (Seel) -Bo wer (Seal) (Seal) - Sommer - 13arrcmer (Seal) (Seal} - Borrower -der (Sew) (Seat) - Borrower •Bom mer 7irt Not 124139698 orra 6801 8480031 (0508) Page 6 or 5 $105 Book24963 /Page4371 GFN#20061053531 Page 19 of 22 ADDENDUM To FD(EDIADJUSTASLE RATE RIDER Loan 124139699 THIS ADDENDUM to the FbcediAdjusiabfe Rate Rider Is made this 31st day of August, 2006 , and Is Incorporated into and shag be deemed to around and supplement the Mortgage. Deed of Trwt, or dead to Secure Debt (the 'Security Instrument") and FhcedlAcjustaWa Rato Rider of the same data given by the undersigned (tire 'Borrower") to saws Borrower's Nate to MW BAW, F.S.B., A FEDEFU by CE MEW SAVINGS BAt+3C (the "Lander") of. the some date and covering the propsrty described in the Security instrument and bocated at 186 IE 108 HMa, FL 33161 IAroperty Address) AMMONAL COVENANTS. In Addition to the covenants and agreements made in the Security irstnrment, Bom wer and dander further covenant and agree as follows: 1. Section4(0) of tits FlxedtAdjustableRate Marla madiftadas follows: The interest rate I am required to pay at the first Change Date wig not be greater than 12.250 % or fens than 3.250 °% Thereafter, my interest rate v#10 never be Increased or decreased on any .skoe change Date by more than tw &red W/1000t2w percentage Pit(s) ( 2.00D %) from the rate of Interest t have been paying for the preceding 12 months. My interest rate waif never be greater than 12.250 % or toss than 3.250 ARM AAdd ndum to ftedlAdjustabb Pat* Rider Muitistata Pop t of 2 1075 8480345 (0 602) VMP Mortgage SohAw s, Inc. We U !..( - C• Book24963/Page4372 CFN#20061053531 Page 20 of 22 LOT 1, Block 209, bf DUNNING'S MMM SHORES, EX ENSION NUMBER 5, ucaordlug to the Plat thereof,' recorded in'Plat Book 48, Page 21, of the Public Records of b2 -Dade Couuty, Florida. Parcel Identification Numbers 11 -013+6- 009-0010 Book24963 /Page4373 CFN #26061053531 Page 21 of 22 OR SK 24963 PG 4374 UAST PAGE 2, AN other provisions of the FlxedtAdjustabteRate Mar are unchanged by this Addendum and remain i full force and effect. Dated: r'lj1�f 1 (Seso ( SWO VZORM DE LIL C I+AM Borrower Barawer (SaO!) (5901) - Borrower Borrower {5901} (8901) - Borrower - Borrower (Seal) (8901} -Borrower - Barrow�r tl4sos (0602) Pap 2 of 2 2106 Book249631Page4374 CFN#20061053539 Page 22 of 22 1 111111 111111111 NIN 1111 N11111111111 ml r. FN 2006FtI053532 OR. Ek 24963 Pus CUS - 43401 (I&vsl RECORDED 10/3212006 09s17113 TAX Prep d b n�nder the supervision ot4 II 20i;.00 II+IADD imm RUVIOir CLERX. OF CWRT MAt1I -DARE COUNTY: FLORIDA 190 TJ l pwr mm 100 ( Aftessl MRMM, GA 30092 (CFty; State ZtP Codal After recording piease return to Imnw HANK, F.S.B., C/O DDCMV l' KOMM'MF V IC-P -Y N-1 (Name ofAftho l Person! B= B, 901 B 104TH ST, SUI'PE 400 /500 jSft tAddressi KANSAS CITY, lO 64131 (Clly. State 27P Code] f gmm Above Tft tlne For Rea F&V Dotal MORTGAGE (Secondary Lien) MIN 100055401241094640 DEFINMONS Words used in multiple sections of this document are defined below and other words are defined in Sections 3, 10, 12, 17, 19, and 20. Certain rules regarding the usage of words used In this doetmtent are also provided in Section 15. (A) "security Instrument" means this document, which is dated August: 31, 2006 , together with VA hiders to this document. (B) "Borrower" is VIORM MUNDZ Borrower is the mortgagor under this Security Instrment. Zan ..1,24109464 T7o rS' eFamily- Sccon6argLicn MERSModIQcdPbrrn380t0UDl COM[ZaANGt iNC. - ft8o I Oro mar"er"ne -.4 so ��ow tibeeC�o�es �ww.a�ava�+ceu Book24963/Page4375 CFN#20061053532 Page 1 of 16 (C) "W"" is Mortgage Electronic Registratlon Systems, Inc. MERS is a separale conporWon that cis acthng sciely as a nominee for Leader ad Lenders successors and assigns. MFRS Is the mortgagee wader this Sam* bnstrnment. MERS is organized and existing under the laws of Delaware, and has an address and telephone amber of P.O. Box 2026, Flint, MI 485012425, tot (888) 679 -MFRS. (D) "Lender" is II1DXlW BM, F.S.B., A FEDPS2M7r,Y CMMMMM S4VIb7GS MW Lender Is a Feral. Savings Bank arganized and existing under the laws of United Skates of America . Lender's address is 155 XC'3RTf 1 LMM AVENZ, FASNAM, CA 91101 (E) " Note* moans the promissory note signed by Borrower and dated August 31, 2006 The Note states that Borrower owes Lender one hundred four thousand and ND /Mths Dollars (U.S. 3104, 000.00 ) plus interim Borrower has S prourisad�to Kpay l this 2 ddeU in regular Periodic Payments and to pay the debt In Hull not later than (F) "Property" moans the property that is described below tinder the heading "Transfer of Rights in the Property." (G) "Loan" mom the debt evidenced by the Note, plus interest, arty prepayment chaps and late charges due under the Note, if allowed under Applicable Law, and all sums due under Ibis Security Instrument, plus interest. (I) "Adders" means all Riders to this Se mby Iastnaneat that era executed by Borrower. The following Riders are to be executed by Borrower [cheek box as applloableP. ❑ Adjustable, Rate Rider ❑ Condmnialunn Rider ❑ Second Home Rider ❑ Balloon Rider ❑ Plan Uait Devalopment Rider ❑ Biweekly Payment Rider ❑ Home Improvement Rider ❑ Revocable Trust Ricer ❑x O1hax(s) [4wc&1 ID: Fy tst /second Lien Balloon Rider (1) "Applicable Law" mesas all controlling applicable federal, state and local statutes, regulations, ordinances and administrative rules and orders (that have the effect of law) as well as all applicable fmal, non - appealable Judicial opinions. (J) "Community Association Dues, Fees, and Assessments" means all duos, fees, assessments and other charges that are imposed on Borrower or the Property by a condominium association, homeowners association or similar organlzatlon. (K) "Moetronde Foods'Prausfer" moues arty transfer of fiords, other than a transaction originated by check, draft, or similar paper Instrument, which is Initiated through an electronic terminal, tolephouie Instrument, computer, or magnetic tape so as to order, inshvat, or authorize a finanoW institution to debit or credit an aceeumt. Such term includes, but is not Baited to, poi nt-of sate transfers, automated toiler machine transaction, transfers initiated by telephone. wire transfers, and automated cleariagbouse traueers. (L) "Fserow Items" means those items that are described In Section 3. (M) 'Mcelhaneouus Proceeds" means any compensation, settlement, award of damages, or proceeds paid by any third party ( *an insurance proceeds paid under the coverages described in Section 5) for (I) damage to. err destruction of. the Property; (di) condeama doe or other tatting of all or any part of the Property; (iir? CenVeyaA0V In Neu of condemnation; or (iv) misrepresentations ot; or missions as to, the value andlor condition of the Property. Loan No: 1241024% Nu"Martgage!-3�am g�ecoadaryLka 1HERSModrlfed8oem3s8tOIADI DRG rage Zori3 S - U% im Book24963IPage4376 CFN #20069053532 Page 2 of 16 (N) %Mortgage Insurance" means insurance protecting Lender against the nonpayment oi, or defaudt ear, the Loan_ (0) "Periodic Payment" means the regularly scheduled amount dins for (i) principal and interest trader the Note, plus (ii) any amounts under Section 3 of this Security Insbument. (p) "RESPA" means the Real Estate Settlement Procedures Act (12 U.S.C. § 2601 et ssg.) and its Implementing regulation, Regulation X (24 C.P.R. Part 3540), as they might be amended from time to tuna, or arty additional or successor legislation or regulation that governs the same subject matter: As rued in this Somity Instrument, "RESPA" refers to all requbomeuts and restricdons that arc imposed in regard to a "federally ruled mortgage loan" even ifthe Loan does not qualify as a "federaDy related mortgage loan" under RESPA. (Q,) "Successor In interest of Borrower' means any party that has taken IND to the Properly, whether or not that party has assumed Borrower's obligations under the Note and/or this Security Ir dnelront. TRANSFER OF RIGHTS IN THE PROPERTY This Security Instrument seem to Len der. (1) the repayment of the Loan, and all nerewalg„ extensions and modifications of the Note; and (11) the performance of Borrower's covenants and agreements under this Security Instrument and the Note. For this purpose, Borrower does hereby mortgage. grant and convoy to MERS (solely as nominee for Lender and Lender's successors and assigns) and to the successors and assign of IVIERS. the following described property located County of fTYPo of Racar&VJsr7sa Wr& fAlam6 ofRoco tift Jwbdbttarl w" has a legal description of SEE EXMIT A AMCHED Hi;R= Ali) NUE A PART HtM which currently has tine address of 186 NE 108 /snarl YDAK , Florida 33161 low tzo cadet ( "Property Addross"): TOtIMM WrM all the improvements now or hereafter "reeled on the propertk ad all easements, appurtenances, and fixtures now or hereafter apart of the property. AD replacements and additions shall also be covered by this Security hnshument. Ali of the foregoing is referred to in this Security Instrument as the "Property." Borrower understands and agrees that MERS holds only legal title to the Interests granted by Borrower in this Security Instrument, but, if necessary to comply with law or custom, MERS (as nominee for Lender and L ead"'s successors and assigns) has the right: to exercise any or all of those interests, Including, but not ibnited to, the right to foreclose and sell the Property; and to tale any action required of Lender including, but not limited to, releasing and canoeing this Security Instrument. BORROWER COVENANTS that Borrower is lawfnAy seized of the estates hereby conveyed and has the right to mortgage, grant and convey the property and that the Property is unencumbered, except for morn Unix es of retard. Borrower warrants and will defend generally the title to the Property against all claims and demands, subject to any encumbrances of record. lom - M10946 PtoNdaN 9 s rYIAn MER$Modlned8bum380t11tR1 �Comuaam= a, Page3ofr3 Moeaaarh'riec s, Book24963 /Page4377 CFN#20061053532 Page 3 of 16 TwS gECURrry INMUMEITT eonbui s uniform, covenants for national use and n00a111100M covenants with limited variations by jurisdiction to constitute a uniform security instrument covering real property. UNIFORM COVENANTS. Borrower and Lender covenant and agree as follows: 2. Payment of Principal, laterest and Other Charges, Borrower shall pay when due the principal of, and Interact on, the debt evidenced by the Note and if allowable wader Applicable Lave any prepayment charges and late charges due anther the Note. Payments due under the Note and this Security Instrument shall be made do U.S. ow7caey. however, if any check or other instrument received by Lender as payment under the Note or this Security butument is returned to Lander unpaid, Lender may require that any or all subsequent payments due under the Noto and this Security instrument be made in one or more of the following forms, as selected by Lender. (a) cash; (b) money order, (c) certified check, bank ehwi, treasury s check or cashier's cbeck, provided any such ebeck is drawn upon an institution whose deposits are Insured by a federal agenc% hpstrtanental*, or entity; or (d) Electronic Funds TYansfor. 2. Application of Payments or Proceeds. Payments are deemed received by Lender when received at the location designated in the Nate or at such other location as may be designated by Lender in accordance with the notice provisions in Section 14 or in such roamer or location as required under Applicable Law. Except as otherwise described in this Section 2, and as permitted tauter Applicable Law, all payments accepted and applied by Lender shall be applied as set forth in the Note and than for any amounts due under Section 3. IfLouder receives a payment from Borrower far a delinquent Periodic Payment which includes a suflicleat amount to pay any late charge due, the payment may be applied to the delinquent payment end the late charge. If more than one Periodic Payment is outstanding, Lender may apply any payment received from Borrower to the repayment of the Periodic Payments if, and to the extent that each payment can be paid In full. To the extent that any excess exists after the payment Is applied to the full payment of one or more Periodic Payments, such excess may be applied to any late charges due. To the extent permitted by Applicable Law, voluntary prepayments shall be applied ftrst to any prepayment charges and them as described in the Nate. Any application of payments, iasimmao proceeds, or Miscellataeeus Proceeds to principal due under the Note shall not extend or postpone the due data, or change the amount. of the Periodic Payments. 3. Funds for Escrow Items. Unless required by Lender, Bomwor shall not be required to pay to Leader on the day Periodic Payments are due under the Note, until the Note is paid In tith a stun (the "plods") to provide for payment of amounts due for (a) taxes and assessments and other Items which can attain, priority over this Security Instrument as a lien or encumbrance on the Property; (b) leaschold payments or ground rents on the Property, if any; (c) premitnns for any and an i nse ance required by Leader under Section 5; and (d) Mortgagor Insurance premiums, if any, or any sums ,payable by Borrower to Loader In lieu of the payment of Mortgage insurance premiums. Those items are called "Escrow Items." At migirafron or at any time during the term of the Loan, Lender may require that Community Association lines, Fees, and Assessments, if any, be escrowed by Borrower; and such dues, fees and assessments shall be an Escrow Item. Borrower shall promptly flrraish to Lender all notices of amounts to be paid under this Section. Borrower shall not pay Lender the Funds for Escrow Items unless Leader notifies Borrower of Borrower's obligation to pay the Funds for any or all Escrow diems. Lender may waive Borrower's obligation to pay to Lender Funds for any or all Escrow Items at any time. Any such waiver may only be In writing. In the event of such waiver, Borrower shall pay directly, when and where payable, the amounts due for any Escrow Items for which payment of Funds has bean walved by Lender and, if Leader mires, shall ftasnish to Lender receipts evidencing such payment within such time period as Lender may require. Borrower's obligation to make such payments and to provide receipts shall for all purposes be deemed to be a covenant and agreement contained In this Security Instrument as the phrase "covenant and agreement" is used in Section 8. If Borrower is obligated to pay Escrow Items directly, pursuant to a walver, and Borrower fails to pay the amount due for an Escrow Item, Lender may exercise its rights wider Section 8 and pay such amount and Borrower shall than be obligated under Section 8 to repay to Lender any such amount. Leader may revoke the waiver as to any or all Escrow Items at any fire by a notice given in accordance with Section 14 and, upon such revocation. Borrower shell pay to Leader all Funds, and In such amounts, that are then required under this Section 3. Lender may, at any time, codloot and bold Funds in an amount (a) sw8ficderrt to permit Lender to apply the Ftmds at the time specified under RESPA, and (b) not to exceed the maximum amount a leader can require under toart 1b: 12609464 Floe, ftmmuft s� ecomlaryLkn ModfiteSForay380tever 'CnreCoxrtemam� e.-- pagcaart3 ,teaaseaer°�•C•Rr+�s pa�,ttiei��ic�a�eesw�roe,�oo. U • E-� • S Book24963 /Page4378 CFN#20061053532 Page 4 of 16 MM Leader shall estimate the amount of Funds due an the basis of current data and reasonable estimates of expenditures of future Escrow Items or otberwise in accordance with Applicable Law. The Funds shall be held in on institution whose deposits are Insured by a federal agency, instrumentality, or entity (including Lender, If Lander is an institution whose deposits are so Insured) or in any Federal Home Loan Hank. Lender shag apply the Funds to pay the Escrow items no later than the time specified under RESPA. Louder shall not charge Borrower for holding and applying the Funds, annually analyzing the escrow account, or verifying the Escrow items, unless Lender pays Borrower Interest on the Funds and Applicable Law permits Lester to make such a charge. Unless an agreement Is made in writing or Applicable Law requires interest to be paid on the Funds, Lanier shall no be required to pay Borrower any interest or eamings on the Funds. Borrower and Lender can agree In writing, however, that Interest shall be paid on the Funds. Lender shall give to Borrower, withow charge, an annual accounting of the Frauds as required by RESPA. Ifthere is a surplus ofFundsheld in escrow, as defined under RESPA, Lender shall account to Borrower for the excess finds in accordance with RESPA. If there is a shortage of Funds held in escrow, as defined under RESPA, Lender shall notify Borrower as required by RESPA, and Borrower shall pay to Lender the amount necessary to make up the shortage in accordance with RESPA, but in no more than 12 monthly payments. if there Is a deficiency of Funds held in escrow, as defined under RESPA, Lender shall notify Borrower as required by RESPA, and Borrower shall pay to Lender tin amount necessary to make up the deficiency in accordance with RESPA, but in no more than 12 monthly payments. Upon Payment In full of ail sums seethed by this Security Instrument, Lander shall promptly rof t di to Borrower any Funds held by Lender. Borrower shall not be obligated to make such payments of Funds to Lender to the extent that Borrower makes such payments to the holder of a prior mortgage or decd of tract if sub holder is an Institutional lender. If under Section 21 the Property Is sold or the Property is otherwise acquired by Lender, Loader ahaIl apply no later than humedlately prior to the sale of the Property or its acquisition by Lender any Funds bald by Lender at the time of application as a credit against the sums secured by this Security lnstrument. 4. Charges; Liens Borrower shall perform all of Borrower's obligations under any mortgage, deed of trust, or other security agreement with a lien which has priority over this Security Instrument. Borrower shell pay when due, all taxes, assessments, charges, fines, and impositions attributable to the Property which on attain priority over this Security instrument, leasehold payments or ground rents on the Property, if any, and Community Association Dues, Fees, and Assessments, If any. To the extent that chase items are Escrow Items, Borrower shall pay them in the manner provided in Section 3. Borrower shall promptly discharge any lien other then a lien disclosed to Lender in Borrower's application or in any title report Lender obtained which has priority over this Security instrument unless Borrower. (a) agrees in writing to the payment of tare obligation secured by the ilea in a manner acceptable to Lender, but only so long as Borrower is performing such agreement; (b) contests the lien In good faith by, or defends against enforcement of the lien in, legal proceedings which in Lender's opinion operate to prevent the enforcement of the lien while those proceedings are pending, but only until such proceedings are concluded; or (c) secures from the holder of the lien an agreement satisfactory to Lender subordinating the lien to this Security Insbmnent. Lender may require Borrower to pay a one -tune charge for a real estate tax verification and/or reporting service used by Lender in connection with this Loan if allowed under Applicable Law. S. Property Insurance. Borrower gall keep the improvements now existing or hereafter erected.on the Property insured against loss by fire, hazards included within the term "extended coverage," and any other hazards including, but not limited to, earthquakes and floods, for which Lender requires insurance. This insurance shall be maintained in the amounts (including deduaftle. levels) and for the periods that Lender requires. What Lander room pursuant to the preceding sentences can change during the term of the Loan. The insurance carrier providing the Insurance shall be chosen by Borrower subject to Lender's right to disapprove Borrower's choke, witch right shall not be exerclsed unreasonably. Lender may require Borrower to pay, in connection with this Loan, either. (a) a one-lime charge for flood zone determination, certification and tracking services; or (b) a ant-time charge for flood zone deternrkation and certification services and subsequent charges each time remappIgs or similar changes occur which reasonably might affect such determination or acetification. Borrower shall also be responsible for the payment of any fees Imposed by the Federal Emergency Management Agency in connection with the review of any flood zone determination resulting from an objection by Borrower. Loan No 124109454 F1ee}@.M - %G90 1A& FMOY- Sccamusrr'7Lka A RSMadisedBoma380t9taalt 17ta cc� /eta— Pagcboft3 u.aswar e*ess °"iDa� Book249631Page4379 CFN #20061053532 Page 5 of 16 if Borrower Tiflis to maintain any of the coverages described above, Leader may obtain inset mce coverage, at Lender's option and Borrower's expense. Lender is under no obligation to purchase any particular type or amount of coverage. Therefore, such coverage shall cover Leader, but might or might not protect Borrower, Borrower's equity In the Property, or the contents of the Property, against any rlsk, hazard or liability and Haight provide WOO" or lesser coverage than was previously In effect: Borrower acknowledges that the cost of the insurance COVMF so obtained might signif>ctmOy exceed the cost of insurance that Borrower could have obtained. Any amounts disbursed by Lender under this Section 5, shall be added to the unpaid balance of the loan and interest shall accrue at the Note rate, from the lime it was added to the unpaid balance until it is paid in fWL Subject to Applicable Law, all insurance policies required by Lender and renewals of such policies shall be subject to Lender's right to disapprove such policks, shall include a standard mortgage clause, and shall name Leader as mortgagee and/or as an additional loss payee. Leader shall have the right to hold the policies and renewal certificates. if Lender requires, Borrower shall promptly give to Lender all receipts of paid premitums and renewal notices. If Borrower obtains arry form of insurance coverage, not otherwise required by Leader, for damage to, or destruction of tho Property, such policy shall include a standard mortgage clause and shall name Leader as mortgagee and/or as an additional loss payee. in the event of loss, Borrower shall give prompt notice to the i wan nce carrier and Leader. Lender may make proof of lass if not made promptly by Borrower. Unless Lender and Borrower otherwise agree in wribng, any insurance proceeds, whether or not the underlying insurance was required by Lender, shall be applied to restoration or repair of the property, if the restoration or repair is economically feasible and Lender's security Is not IM Md. During such repair and restoration period, Lender shalt have the right to hold such Insurance proceeds until Leader has had an oppatuaity to inspect such Property to ensure the work has been compel to Lender's satisfaction, provided that such inspection sbaih be undertaken promptly. Leader may disburse proceeds for the repairs and restoration In a side payment or In a series of progress payments as the work is completed. Unless an agreement is made in writing or Applicable Law requires interest to be paid on such insurance proceeds, Lender shall not be required to .pay Borrower any fnterest or eatyhings on such proceeds Fees for public aousters, or other third parties, retained by Horrowar chail Hat ire pald out of the insurance proceeds Aral shall Ee the sole obligation of Horrowcn ff tiro restoration or repair is at eo anornically feasible or Leader's seinaity would ire lessened, the Insurance proceeds shall be applied to tie sums secured by this Secunriky lnshvnnernt, whether or not then due, with the excess, if any, paid to Borrower. Such insurance proceeds shall be applied in the order provided for 3n Section 2. If Borrower abandons the Property. Lender may file, no gotiak aid settle any available insurance claim and related matters if Borrower does not resporhd within 3tt oeys to a notice from Lender that lire Insurance carrier has offered to settle a claim, then Leader may negotiate and settle the claim. The 30-day period will beghh whea the notice Is given. In either event, or if Lender acquires the Property under Section 21 or otherwise, Borrower hereby assigns to Lender (a) Borrower's rights to any insurance proceeds in an amount not to exceed the amounts unpaid under the Note or this Security Instrument, and (b) any other of Borrower's rights (other than the right to any refimd of unearned premiums paid by Borrower) under all Insurance policies covering the Property, insofar as such rights arc applicable to the coverage of the Property, Leader may use the insurance proceeds either to repair or restore the Property or to pay amounts unpaid wader rite Noto or ikis Security Instrument, whether or not than due. A Preservation, Maintenance and Protection of the Property; Inspeetlesm Borrower shall not destroy, damage or impair the Property, allow the Property to deteritrrate or commit waste on the Property. Whether or not Borrower is residing in rho Property, Borrower shall maintain the Property in order to prevent the Property from deteriorating or decreasing in value due to its condition. Unless it is determined pursuant to Section 5 that repair our restoration is not economically feasible, Borrower shall promptly repair the Property if damaged to avoid hither deterioration or damage. If Insurance or condemnation proceeds are paid In connection with damage toy or the taking of, the Property, Borrower shall be responsible for repairing or restoring the Property only If Lender has released proceeds for such purposes. Lender may disburse proceeds for the repairs and restoration in a single payment or In a series of progress payments as the work is completed_ If the.inscnance or condemnation proceeds are not suf lent to repair or restore the Property, Borrower Is not relieved of Borrower's obligation for the completion of such repair or restoration. Lender or its agent may make reasonable entries upon and inspections of the Property. If It bur reasonable cause. Lender may inspect the Interior of the Improvements on the Property. Lender shall give Borrower notice at the time of or prior to such an interior inspection specifying such reasonable cause. 1 NO: 124102454 Fhtridp Ma adary 1ha how Momed Form 3801 ON1 i d HSntd ads,uac. faga6of13 M 4 aY- 1UC"*Hras 0+ - sa�wu�r�ao. Book24963/Page4380 CFN#20061053532 Page 6 of 16 7. Borrower's Loan Application. Borrower shall be in default if, during the Loan application process, Borrower or any persons or wahles acting at the direction of Borrower or with Borrower's Imowledge or consent gave materially false, misleading, or inaccurate inflamiation or statements to Lender (or failed to provide Leander with material information) in connection with the Loan. Material represrntatiomr Include, but are not limited to, representations concerning Borrower's occupancy ofthe Property as Borrower's principal residence. & Protection of Lender's Interest in the "erty and Rights Under this Security Instrument. If (a) Borrower fails to perform the covewaits and agreements contained in this Security Instrument, (b) there is a legal Proceeding tat might significantly affect Lower's interest in the Property and/or rights under this Security Instrument (such as a proceeding in bankruptcy, probate, for condemnation or forfeiture, for enforcement of a lion which has or may attain primity over this Security Instrument rent or to enforce laws or regulations), or (c) Borrower has abandoned the Property, then Lender may do ad pay for whatever Is reasonable or appropriate to p,r'otect Lender's Interest In the Property and rights under this Security Instrument, including protecting and/or assessing the value of the Property, and securing and/or repairing the Property. Lender's actions on include, but are not Halted to: (a) paying any sums secured by a lien which has or may attain priority over this Security Instrument; (b) appearing In court; and (c) paying reasonable attorneys' fees to protect its interest in the Property and/or rights under this security Instrument, including its secured position in a bankruptcy proceeding. Securing the Property hcludes, but Is not limited to, entering the Property to make repairs, change locks, replace or board up doors and windows, drain water $om pipes, eliminate building or other code violations or dangerous conditions, and have utilities tinned on or off. Although Loader may take action under this Section 8, Lender does not have to do so and is note der any duty or obligation to do so. It is agreed that Lender incurs no liability for not taking any orall actions authorised under this Section S. Any amounts disbursed by Lender under this Section 8 shall become additional debt of Borrower secured by this Security Instrument if allowed under Applicable Law. These amounts shall bear Interest at the Nate rate from the date of disbursement and shall be payable, with such interest, upon notice tom Lender to Borrower regttestdrhg pq=nt. If ties Security instrument is on a leasehold Sommer shall comply with aQ tine provisions ofthe leans. If Borrower acquires fee tithe to the Property, the leasehold and the fee title shall not merge unless Lender agrees to the merger In writing. 9. Mortgage Incuraum Mortgage Insurance reimburses Lender (or any entity that purchases the Noto) for certain lasses it may incur if Borrower does not repay the Loan as agreed. Borrower is not a party to the Mortgage Insurance. If Lender as tluired Mortgage Insurance as a condition of snaking the Loan, Borrower shall pay the premiums required to maintain the Mortgage Insurance in effect. 18. Assignment of Miscellaneous Proceeds; Forfeiture, The Miscel[arreous Proceeds of any award or claim for damages, direct or consequential, in connection with any condemnation or other taking of the Property, ar part thereof, or for conveyance in lieu of condemnation, arc hereby assigned and shall be paid to Lander, subject to the terms of any mortgage, deed of trust or other security agreement with a lien which has priority over this Seen* Instrument. If the Property is damaged, such Miscellaneous Proceeds shall be applied to restoration or repair of the Property, if the restoration or repair is economically feasible and Lender's security is not lessened. During such repair and restoration period, Lender shall have the right to hold such Miscellaneous Proceeds until Lender has had an opportunity to inspect such Property to ensure the work has been completed to Lender's satisfaction, provided that such inspection shall be undertaken promptly. Lender may pay for the repairs and restoration in a shale disbursement or In a series of progress payments as the work is completed. Unless an agreement is made in writing or Applicable Law requires interest to be paid an such Miscellaneous Proceeds, Lender shall not be required to pay Borrower any interest or earnings on such Nw llaneous Proceeds. If the restoration or repair Is not ecoremleally feasible or Lender's security would be lessened, the Miscellaneous Proceeds shall be applied to the stems secured by this Security Instrument, whether or not then due, with the excess, if any, paid to Borrower. Such Miscellaneous Proceeds shall be applied In the order provided for in Section 2. If the Property is abandoned by Borrower, or if, after notice by Lender to Borrower that the Opposing Party (as defined in the next sentence) offers to make an award to settle a claim for damages, Borrower fwls to respond to Lender within 30 days after the date the notice is given, Lender is authodwd to colieci and apply the Miscellaneous Sam N 1 241094C4 l�e�tHraYgagr'*S' C e9aryI,iaa MER.SIito�RedPera38DtOtNr Tastoauxarnriec oos�c.� NV7o1`13 a raeasr wc�a..asw� tan sowoa www�cam R Book24963 /Page4381 CFN #20061053532 Page 7 of 16 Proceeds either to restoration or repair of the property or to the sums secured by this Security lustrument, whether or not then due. "Opposing Party" means the third party that owes Borrower Miscellaneous Proceeds or the party against whom Borrower has a tight of action in regard to 101sce11aneous Proceeds. Borrower shall be in default if any action or proceeding, whether civil or criminal, Is begun A4 in Lender's judgment, could result In forfeiture of the Property or other material impairment of Lender's iaterest in the Property or rights under this Security Instrument. Borrower can cure such a default and, if acceleration has occurred, reinstate as provided in Section 18, by causing the action or proceeding to be dismissed with a riling that, in Larder's judgment, .precludes foirfbiture of the Property or other material impairment of Lender's interest in the Property or rights under this Security Instrument. The proceeds of any award or datum for damages that are attributable to the impaiurmerrt of Lender's interest in the Property are hereby assigned and shall be paid to Leander. AR Miscellaneous Proceeds that are not applied to restoration or repair of the Property shalt be applied in the order provided fbr in Section z. 11. Borrower Not Released; )forbearance By Lender Not a Waiver. Extension of tiro time forpayment or moditicatioa of amortization of tie sans secured by this Security Instrument granted by Lender to Borrower or any Successor in Interest of Borrower shall not operate to release the liability of Borrower or my Successors In interest of Borrower: Lender shall not be required to commence proceedings against any Successor in Interest of Borrower or to refew to extend time for payment or otherwise modify amortization of the sums secured by this Security instrument by reason of any demand made by the original Borrower or any Successors in Interest of Borrowet Any forbearance by Lender in exercising any right or romedy iwludi u, without limildlon, Iniddes acceptance of payments from third persons, entities or Successors in Interest of Borrower or in amounts less than the amount then due, shall not be a waiver of or preclude the exercise of any right or remedy. 12. Joint and Several Liability; Co signers; Successors crud Assigru Bound. Borrower covenants and agrees that Borrower's obligations and liability shall be joint and several. However, any Borrower who co-signs this Security Instrument but does not execute the Note (a "co- slpar"h (a) is co-signing this Secutity instrument only to mortgage, grant and convey the co-signer's interest in the Property under the tease of this; Security Instrument; (b) is not personally obligated to pay the sans seemed by this Security instrument; and (c). agrees that Lender and any other Borrower can agree to extend, mortify, forbear or make any accommodations with regard to tba tarns of this Security Instrument or the Note without the co- signer's consent. Subject to the provisions of Section 17, any Successor in Interest of Borrower who assumes Borrower's obligations under this Security Instruument in writing, and is approved by Lender, shall obtain all of Borrower's rights and bt nefits under this Security Instrument Borrower shall not be released diem Borrower's obligations and liability under this Seoorhty Instrument unless Lender agrees to such release is writing. The covenants ad agreements of this Security Instrument shall bind (except as provided in Section I9) and barefit the successors and assigns of Lender. 13. Loan Charger: Lender may charge Borrower fees for services performed in connection with Borrower's default, for the purpose of protecting Lenders interest in the Property and rights under this Seem* lusttument, as allowed under Applicable Law. no absence of express authority in this Security Instrument to charge a speolfrc fee to Borrower shall not be conshved as a probibition on the charging of such fee. Leader may not charge fees that ate expressly Prohibited by this Security Instrument or by Applicable Law. If the Loan is subject to a law which sets maximum loan charges, and that law is finally interpreted so that the interest or other loan Charges collected or to be collected In connection with the Loan exceed the permitted limits, then: (a) any such loan charge shall be reduced by the amount necessary to reduce the charge to the permitted limit; and (b) cry auins already collected from 1orrower which exceeded permitted limits will be ref ended to Borrower. Lender may choose to make this rotund by reducing the principal owed under the Note or by making a direct payment to Borrower. If a refund reduces principal, the reduction will be treated as a partial propayment 14. Notices. All notices given by Borrower or Lender in connection with this Security Instrment must be In writing. Any notice to Barrowar in connection with this Security Inst ru ntent shall be deemed to have been given to Borrower when mailed by first class mail or when actually delivered to Borrower's notice address dfsent by other means. Notice to any one Borrower shall constitute notice to all Borrowers unless Applicable Law expressly requires otherwise. The notice address shalt be the Property Address unless Borrower has designated a substitute notice address by notice to Lender, Borrower shall promptly notify Lender of Bocrower's change of address. If Lender spachfies a procedure for reporting Borrower's cb8nge of address, then Borrower 811811 only report a charge . I= No.: 124109464 Florida Mart r-Silo F mil�adaryUto I= Mulled F" 3801001 TiaContria� rage 8ot13 tu"tnea�ar- t�ece.�rwAs 0 rroaaftnyAL 1INNIM U Book24963/Page4382 CFN420061053532 Page 8 of 16 of address through that specified procedure. There may be only one designated notice address under this Security Instrument at any one time. Any notice to Lender shall be given by delivering It or by mailing it by first class null to Lender's address stated herein unless Lender has designated another address by notice to Borrower. Any notko in connection with this Security Instrument shall not be deemed to have been given to Lender until actually received by Lender. If any notice required by this Security Instrument is also required under Applicable Law, the Applicable Law requboment will satisfy the corresponding requirement under this Security Instrument. IS Governing Law; Sevembility; Rules of Construction. T9sis Security Instrument shall be governed by federal law and the law of the jurisdiction in which the property Is located. All rights and obligations cured in this Seem* Instrument are subject to any requirements and limitations of Applicable Law Applicable Law might explieltly or implicitly allow the parties to agree by contract or it might be silent, but such silence shalt not be construed as a prohibition against agreement by contract in the event that any provision or clause of this Security Instrument or the Note conflicts with Applicable Law, such conflict shalt not affect other provisions of this So=* Instrument or the Note which cat be given effect without the conflicting provisiom. As used In this Security Instrument (a) words of the masculine gender shall mean and include corresponding neuter words or words of the feminine gender, (b) wards in the singular shall mean and include the plural and vice versa; and (c) the word "may" gives sole discretion without any obligation to take any action. 16. Borrower's Copy, Borrower shall be given one copy of the Note and ofthis Security Instrument. 17, Transfer of the Property or a Beneficial interest In Borrower. As used in this Section 17, "Interest in the Property" means any legal or beneficid interest in the Property, including, but not limited to, those beneficial Interests tratrsferred in a bond for deed, contract for deed, Installment sales contract or escrow ag mmut, the intent of which is the transfer of tine by Borrower at a future date to a purchaser. Ifall or any part ofthe Property or any Interest in the property is sold or tr veered (or if Borrower is not a natural person and a beneficial interest in Borrower is sold or ttlawfemed!) without Lender's prior written eonsesit, Lender may require immediate payment In fun of all sums secured by this Security InskumouL However, this option" not be exercised by Lender ifsucb exercise is prohibited by Applicable Law. If Lender exercises this option, Lender shall give Borrowernotice of acceleration. The notice shalt provide a period of not less than 30 days from the date the notice Is given in accordance with Section 14 within which Borrower trust pay all sums secured by this Security Instrument. If Borrower fails to pay these sums prior to the expiration of this period, Lender may invoke any remedies permitted by this Security Instrament without fm*w notice or demand on Bourowea; IL Borrower's Right to Reinstate After Acceleration. If Borrower meets certain conditions, Borrower shall have the right to have enforcement of this Security Iastrument discontin at any time prior to the earliest at (a) five days before sale of the property pursuant to any power of sale contained in this Seoutity Instrument; (b) such other period as Applicable Law might specify for the termination of Borrower's A& to reinstate; or (e) entry of a judgment enforcing this Security Instrument. Those conditions are that Borrower: (a) pays Lander-all spans which fta would be due under this Security Uxtru ant and the Note as if no acceleration' had occurred; (b) cues any default of arty other covenants or agreements; (c) pays all expenses incurred in enforcing this Security Instrament, as allowed under Applicable Law; and (d) takes such action as Lender may reasonably require to assure that Lender's iuterrst in the pmperty and rights under ibis Security InstrumerA, wA Borrower's obligation to pay the sums sectored by this Security Instrument, shall continue unchanged. Lender may require that Borrower pay such reinstatement sums and expenses in one or more of the following forms, as selected by Lender: (a) cash; (b) money order; (c) cartifted check, bank check, treasurer's check or cashier's check, provided any such check is dawn upon an b Alt Lion whose deposits are Insured by a federal agency, instrumentality or entity ; or (d) Electronic Funds Transfer, upon reinstatement by Borrower, this Security Instrument and obligations secured hereby shall remain Miry effective as if no acceleration had occurred. However, this right to reinstate shall not apply In the case of acceleration under Section 17. 19 Sale of Note; Change of Lean Servicer; Notice of Gr fevanee. The Note or a partial interest in tie Note (together with this Security instrument) can be sold one at more times without prior notice to Borrower. A sale might result in a change in the entity (known as the "Loan Servicer") that collects Periodic Payments due under the Note and this Security Instrument and performs other mortgage loan servicing obligations under ft Note, this Security Instrument, and Applicable Law. There also might be one or more changes of the Loan Services utuelated to a sale of the Note. If there is a change of the Loan Servlcem, if required murder Applicable Law, Borrower win be 109M NQ; 124109464 X'tPIWaMIn�O tT9t0113`��OadAtyT/CM ,S A�Odlrlpi F61'A138$t OtAit TJ 7NC-- Page at 13 nlnattsee9r"iae GmplW ++*so+FroaBw "fawAR.Kt&eoaV�i ��®®��q��gg �y o2WA.TeoCampYaaaeSowoatoe. ri�l�al ��CI� Book24963 /Page4383 CFN #20061063532 Page 9 of 16 given written notice of the change which will state the name and address of the new Loan Ser, deer, the address to which payments should be made and any other information JU SPA requires in courzetion with a notice of transfer of servicing. if the 'Note is sold and therzaiter the Loan is serviced by a Loan Servicer other than the purchaser of the Note, the mortgage loan servicing obligations to Borrower win remain with the Loan Servreer or be uses*** to a successor Loan Service, and are not assumed by the Mote purchaser unless otherwise provided by the Note iter Borrower nor Lender may comnnenco, join, or be jourod to any judicial action (as either an Individual lidgent or the member of a class) that arises from the other party's actions pursuant to this S=u* Instrument or that alleges that the otbzf party has breached any provision 4 or any duty owed by room of this Security instrument, until such Borrower or Lender has nedSed the other party (with such notice given in compliance with the requirements of Section 14) of such alleged breach and afforded the otter party berate a reasonable period altar the giving of such nonce to take corrective ac# ion. If Applicable Law provides a timeperlod which must elapse before certain action can be taken, that time period will be deemed to be reasonable for purposes of this section. 'fizz notice of acceleration and opportunity to cure given to Borrower pursuant to Section 21 and the notice ofacceler odon given to Borrower pursuant to Section 17 shall be deemed to satlsfy the notice and opportunity to take corrective action provisions of this Section 19, 20. Hazardous Substanees. As used in this Section 20: (a) "Hazardous Substancos" are those substances defined as toxic or bmuodous substances, pollutants, or wastes by Environmental Law and the following subs gasoline, kerosene, other flammable or toxic petroleum products, toxic pesticides and herbicides, vohtile solvents, materials containing asbestos or formaldehyde, and radioactive materials; (b) "Environmental Law" paeans federal laws and laws of the jurisdiction where the Property is located that relate to health, safety or covirotmantal protection; (c) "Environmental Cleanup" facludes any response action, remedial action, or removal action, as defined in Environmental Law; and (d) an "Environmental Condition" means a condition that can cause, contribute to, or otherwise trigger an Environmental Cleanup. Borrower " not cause or permit the presence, use, disposal, storage, or release of any Hazardous Substances, or threaten to release any Hazardous Substances, on or in the Property. Borrower shall not donor allow anyone else to do, anything affecting the Property (a) that is in violation of any Environmental Law, (b) which creates an lranvlrounental Condition, or (c) which, due to the presence, rise, or release of a Hazardous Substance, creates a condition that adversely affects the value of the Property. 'the preceding two sent um 6811 00 apply to the presence, use, or storage on the Property of small "tides of Hazardous Substances that are generally recognized to be appropriate to normal residential uses and to maintenance of the Property (lnclu(111% but not limited to, hazardous substances in consumer products). Borrower shall promptly give Lender written notice of (a) any lavestigafion, claims, demand, lawsuit or olio action by any governmental or regulatory agency or private party involving the Property and any Hazardous Substance or Environmental Law of which Borrower has actual knowledge, (b) any Environmental Condition, Including but not nmited to, any spilling, leaking, discharge, release or throat of release of any Hazardous Substatce. and (c) any condition caused by the presence, use or release of a Hmmdo s Substance which adversely aticts the value of the Property. If Borrower learns, or is notified by any governmental or regulatory authority, or any private patty, that any removal or other rannediation of any Hazardous Substance affea3mg the Property is necessary, Barzwwer shall promptly take all necessary remedial actions in accordance with Environmental Law. Watling berm, shelf create any obligation on Lender for an Environmental Cleanup. NON- UNWORM COVENANTS. Borrower and Lender finther covenant and agree as follows: M. Acceleration; Remedies, Lender shall give notice to Borrower prior to acceleration following Bormwer's breach of any covenant or agreement in the Note or this Security instrument (but not prior to acceleration under Section 17 unless Applicable Law provides otherwise), The notice shall specify: (a) the default; (b) the action required to cure the default; (c) a date, not less than 30 days from the date the notice is given to Borrower, by which the default mast be cared; and (d) that failure to cure the default on or before the date specified in the nudes may result in acceleration of the sutras secured by this Security Instrument, foreclosure by judicial proceeding and sale of the Property. The notice shall farther inform Borrower of the right to reinstate after acceleration and the right to assert In the foreclosure proceeding the non - existence of a default or any otber defense of Borrower to acceleration and foreclosure. If the default Is not cared on or Isran Not 1241OH64 Fkrida Mortgage Serene Pa nihi -f ondaty Xka R3E7tS ttfodsRedForw 3�3 QLOI TI�CLtAN��� 'lt� {{ t'aget�a p ft3 MaYia�6y'76ecomriena$w rEag1W it V Book24963 /Page4384 CFN #20061053532 Page 10 of 16 before the date specified in the notice, Lender at its option may require immediate payment in full of all sums secured by this Securky Instrument without further demand and may foreclose this Security Iastrument by Judicial proceeding. Lender shall be entitled to colled all expenses incurred In pursuing the remedies provided in this Section 21, including, but not limited t% reasonable attorneys' fees and costs of title evidence. 22. Explaining Loan Papers if required by Applicable Law, Leader has explained to the 00dersigued that (a) the loan is made under the Florida Consumer Finance Act, (b) ft terms of the loan provide for interest and charges pursuant to to Floida Consumer Finance Act, and (o) the nahat of the security for the lamr. 23. Release. Upon payment of all sums segued by this Security lustnxntent, Lender shall release this Secwity Instrument. Borrower shall pay any recordation costs. Lender may charge BonowOr a foe for releasing this Security Instrument, but only if the fee is paid to a third party for services rendered and fire charging of the fee is permitted un arApplicable Law 24. Attorneys' Fees. As used in this Security Instrument and the Note, attorneys' fees shall include those awarded by an appellate court and any attorneys' fees Inmted in a baolatrptoy proceeding 25. xnry Trial Waiver. The Borrower hereby waives any tigbt to a trial by jay in any action, proceeding claim, or coarterclaim, whether in contract or tort, at law or in equity, arising out of or in any way related to this Security instrument or the Note. REQUEST FOR NOTICE OFDEFAULT AND FORECLOSURE UNDER SUPERIOR MORTGAGES OR DEEDS OFTRUST Borrower and Lender request tho holler of any mortgage, deed of trust or otter encumbrance with a lien which has priority over this Security Instrunreut to give notice to Lemiex at Lender's addtess sat fwtb on page dun of this Security Iusa nnent, of any detbuh under the superior encumbrance and of guy sale or other fozeclosure action. Stgnetures on �owrr+s'�a8a mart 1241-0 9464 IaotiduMwtga eFaentl Uen 1r1ERS11io�ntesForm3M4 T Cosrrrarmv RMINC - te 1'oac11of13 K04f " der .C.M0i,►« � s«o�aaa�tnou�otnzrwaw baooi canga�oaso�nuR MUM NI M 1111 Book249631Page4385 CFN#20061053532 Page 11 of 16 BY SIGNING BELOW, Borrower accepts and agees to the terms and eavenatus contdwd is Ws Security Insuumerrt and in any Rider executed by Bonower and recorded with It Signed, sealed and delivered in the presence, oR Witnesses• i VIORM DE IA C 1�lIIaC37+ ✓Gh ✓?� (Rbrredxyparnor.onmudNm�c3 v of Srnmped Post -Of�e Address: 7150 SW 23 STREET UNIT 29, r t fj_5� MIMST. Ft 33255 4bo wa (Pentad Vim. or S'aaaymr —j Prig<od,Typowntea,wStampodNmr. Post OffceAddress: 7150 SW 23 STREET UNIT 29, MTAHI, Ft. 33155 {Seal) - Bonowa jP **4 or saarpadHmuJ Post - Mlica Address: - Bo�rovru !M-4 7ypewrduan ar br®,pcd Mmwp Post Office Address: fAcknor gme»tar FoJwwomPam Ta�wn TTrsn A 12d1AAS4 I7orida�Mo#Salt 946 SetesdaryW� MF. momedy0mmolowl - h[6 THPLtADT��,1NC -- A1g�IZ8rI3 Mo�liel lB� "IIieCarvlhta8a6g4fie�rnFWneores Book24963/Page4386 CFN#20061053532 Page 12 of 16 CW* Of The faregotng insmnoent was acknowledged before me this 3 /N �j 5'�" top o (datel by VIORII,{A M LA C MMMZ (mane ofpe .... tson w4novNadO4 who is pemmoy known to me or who has prod�i f�. �� �.�$' C,l �. (type ofkfWditatlonj as idendfk ation. SIPOM of Pa= t T y alwtgAaktmw MAFJAT.PERE.Z '7, GOE I� NemaT�caod xStampcd eoemEa'ttatu aeseaaorNtrt nuoort�x T— sa�sxumter, ifa� Tam tom~ 124109464 nt �a,,y��}tnnFarogY rY &lE1tSPrlodttfatBonn38t)t ®TUt�t --'AMC sA1�t =� LVC-- PageuOra KOW"9s'R'eecxyltrar Book249631Page4387 CFN #20061053532 Page 13 of 16 Exh.ibft .A. Lot 1, Block 209, of DUNNI NG'S MIAMI SHORES, EXTENSION NUMBER 5, according to the Plat thereof, recorded in Plat Book 48, Page 21, of the Public Records of Miami -Dade County, Florida. a/kta:186 N.E. 108th Street, Miami Shores, Florida 33161 File Number: Q64M - 810vM -2 RoubleTimeo Book24963 /Page4388 CFN #20061053532 Page 14 of 16 KMt 100055401241094640 BALLOON RIDER Loan #:124109454 (To be attached to the Security Inst2:wOut. ) THS RIDER Is made this 31st day of August, 2006 and Is Incorporated into and shall be deemed to amend and supplement the Mortgage, Dead of Trust or Deed to Secure Debt (the "Security Instrument"), of the some date given by the undersigned (the "Borrower") to secure Borrower's Note to Il!t MW BAM, F.6. B. , A FEOUtAI' Z CEtPitM! - AED SAVINGS BANK (the "Lender") of the same date and covering the property described in the Security Instrument and located at: 186 NE 10> Z 4 !W? MI, FL 33161 ADDITIONAL COVENANT: in addition to the covenants and agreements made In the Security instrument, Borrower and tender further covenant and agree as follows: A. Balloon Rider. Borrower Is aware that this loan is due and payable in full an the lot day of Septembpr, 2021 , with a Balloon Payment of $ 90,691.69 based upon scheduled payments. Borrower acknowledges and agrees that Lender has not made any representations to Borrower, either oral or written, that Lender will subordinate its Ilan created by this Security Instrument to any other Gen which the Property may hereafter become subject to, including, without limitation, any lien arising from Borrower's subsequent construction of improvements on the Property. Borrower acknowledges and agrees that Lender is under no obligation to subordinate its lien created by this Security Instrument to any lien created hereafter and tender does not Intend to subordinate. Its lien to any other lien which the Property may hereafter become subject to. P"g" 1012 FORM INDYMAC 153 848005$ (9m) EIrWONi WO1NRAiS. WM - (990)3274545 sawas a, Book24963 /Page4389 CFN #20061053532 Page 15 of 16 OR aK 24V63 PG 4390 LAST FACE IN WrMEM WHEPEOF, Borrower has executed this Ballmn Eider and fully understands the conditions thereof. We: (Seat) (Seal) VT6tRI & DE LA C 14UNDZ -Harrower - Borrower (Seat) (SOW) Borrower .Borrower - Borrower -Harrower (seal) (Seaq Borrower Borrower Loan No: 124109464 mitm INDYMAC ! 8$ -aMoso tmosr pagezerz 912s195 Book24963IPage4390 CFN#20061053532 Page 16 of 16 .$' '•' i ENFORCEMENI&DER a Ntttnber. CASE-8-064 020 MWM Shores Village CoWEnforternent a„.M 10050 N.E. Second Avenue C¢gO Type• Orl�ItlsltiCe Ulgl 1OR MlW* Fbdde33i38-2352• _ _ .. _ .« . ,--r - a -- « .: -. . . s, Fair (305) 7 3588872 2207 Date Case Established' 08105=6 now _ "•�,,, compoarice Deadtine: 4 §COtMPL.AINTANT: Miami Shores Village, Florida won -VS - VIOLATOR: HERNANDEZ, SUSANNE & JOEL SEnforcementOrder. OMM<Ms THIS MATTER came before ft Mail Shores VBEaga Code Enforecenaert Board at a public hearing after due notice to the Defendant (s), end the board having reclaved i r t ', Wklence and testlrrn►ny under oath and having heard the argument. issues its Findit of Fact. conclusion of taw and Order, as follows: ,,Findings of Fact a te^+ a 1. The above named Defendant (s) istare the aw w(s) arwor tenant of the property tocated at 486 NE 108 Street, Miami Shores, K. iegaliy descrw as MOM `« vt aim =14—Z Violator Information Mlalling Addre Phone Ltit .. .. MO NW 12 Street $20 � 0 Q HERNANDEZ, SUSANNE & ,JOEL t'ldamt, Ft 33128- location Address Parc Nc .. A ddition Block No. lot No. Section .pt _j --- — ...... -.... -- ;g p4 188 NE 108 Street 11213600 0010 ;4 Miami Shores FL 33181 - s'a aa z y 2. to vioWon of: Violation r, C Code # l�sctiption sm. 12 - 128 . (weathertwater mghtstructuresj Esaf2maweattMftMwwwatetsdsttwM= . J!w yaumo =mMbjWonWwobebolaWnml w Hxterawag%Molb mid a8 opw*V etottnddo^ wwdawb, dit" sanda4 agwpartsof9thsbudwesbrMbeaomakdab daskskowwow tt= Medaeths 0&= Wdam4a" §udorrapfacadltApodsof sh p* mR aIMM "Maw of�byrataro8cerdemrbratlansh��koaapaUedreplacedwWM &ft�e�ttkmbet000 wirarw1b" �stof Ufa strogiab Wktdaw panes pstm£1�Q es�kmtce of watesshel<ba reWaosd tCato 1971, § 12383 Was first observed on Ot3@812006 and reinspected and found uncured on ttka following counts: Case Inspection History inspection Date Stow$ inspector Courtesy Notice inspection 0811$12M b! VIDI AYton AWdWW Mr Notice of Violation In"ecthsn 0810712008 Bi vxuiwrt . Anthony Flow EWOrcement Order tnspactlo 11102!2008 PwdAq Inspection Anthony Flare Case Detall: CASI:4-06 -1020 Page 1 of 2 Report Printed: 1011MODS Book25254IPage1547 CFN##20070030196 Page 1 of 2 0 ) 3. Datendanfs ware Issued a Notice of MoMWMn 08121=06 hhtorning the Detendart (s) of the above and requiring such violations 0 be �t c:areded. "41* ar. however the fiieY (s) did Trot thnety� correct the c ndition and nodty the Co lance Me that the vidaUon had been Concludons of Law W 4. The above defandam (s) by reason of the foregoing, Lsfar s In violation of Sao. 12428; of the NGami Shores Village. Florida Code of Ordim -mces because the Defendant (s) hasihave Wed to correct the violation and complete the folowhng actions: Q ROOF LEAKING, PARTIAL CEILING COLLAPSE INTL'RIOR, FASCIA 130ARDS Dr rMORATED, DOOR ON WEST SIDE fL DETERIORATED REWDY: OBTAINPERMITSAND REPLACEROOF, FASCIA BOARDS, SOFFIT ANO DOOR ON WEST SIDE .4w Nto UX N& Y. Do order Q b. Accordingly, the Miami Shores Village Code Enbrcement Board hereby directs and orders the above named Defendant (s) to Corned the violation described above, on or before 11102f2006. In the event the violation Is not corrected on or before the such date. than and M that event there shall be i worm M J against the said Defendant (s) a One of $50.00 thereafter. Fwther, an administrative to of $25 shag be imposed. The burden shall rest upon the Defendant (t to request an Inspection by the Code Enforcement Department to determine wheerer the violation has been brought Into compUnce . A repeat violation. 0 observed, shall result in an immediate fine, even N oorrected at a previous date. 6. A Certified copy of this Order may be recorded In the pubes records of Miami Dade County . Florida, ofd shall thereafter constilute notice to any subsequent purchasers. sduoassors In lnterest, or assigns thud the violation exists, and shall constitute alien against any real Of personal property of the Defendant (s) that Is not protected by the Florida Constitution. DONE and ORDERED 1110212006. MILAK=HORES £NFORCENAW BOARD Attest C airpe 1s ' r •k► t ' 'No, i�t ` Case Detail: CASs_ -0 -084420 Report Printed: 10t1212088 Page 2 of 2 Book25264 /Page1548 CFN #20070030196 Page 2 of 2 OR £k 25264 P9s 1552 - 15553 (4 , p85) RECORDED 01/09/2007 IS:23 - HARVEY RWINt CLEM OF CMW HIAMI°-OADE COUNTYr FLORIDA DOCUMENT C Y Ek PAGE DOCUMENT TITLE: coi9u TO: 'Brief t-egdl t beg rf tar: Cif applic&le} Book25254 /Page1552 CFN #20070030198 Page 1 of 4 M ENFt�RCEMIENT ER Miami Shores 1�i`filage Code nwnt ,. ..«� 10M N.E. Second Avenue Miami Shores. Florida 33138 -2382 Telep um: (34S) 795.22o7 t1R1 Fw (3" 758 -8972 Case Number � ASE -9-06 -1066 COMPLAINTANT: Miami Shorts Village, Florida Case Type: Zoning Violation VS Date Case Established: 0810812006 VIOLATOR: HERNANDEZ, SUSANNE & JOEL Compliance Deadilne: Enforcement Order. THIS MATTER Can* before the Miami Shores Wage Cade Enforecement Board at a pubtlo hearing oft due notice to the Defendant (s), and the board havvtg redeved evidence and testimony under oath and having heard the argument . issues its Finding of Fact, C=iuslon of Law and Order, as faftn: Findings of Fact 1. The above named Defendant (8) istare fie awner(s) w4ror tenant of the property located at 186 NE 1 Street, Miami Shores„ Fl., legal yr described es follows Viotatorinformatioe MOR" Address P hone .. _ _ .........».�,�... T279 d1UY 42 Street $20 HERNAN ©EZ, SUSANNE & JOEL Mlarai,FL38126- Location Address Parcel No. legal Description 186 NE 108 Street 1121360090010 35 52 41 PB 48 -21 DUNNING MIAMI SHORES EXT NO Miami Shores, FL 33138- LOT 1 B(.K 209 LOT SIZE 75.000 X 124 OR 18773 -4275 08 1999 1 COC 24748. 3123 08 2006 1 1 2. The Wowing condition and violation: Violation Cade # Description Book252641Page1553 CFN #29079430198 Page 2 of 4 ` Sec. ? 2 - 1 (a) (b) ( (3) (4).[Reiuired offaUffet p seaszs.aaaareeatrsrree,pwr� w^aN; t>g SEhBQtt »o1a0•sbeelP la9� Proper , sP�Bha be Wadded atawfkaeOt9 offtoon0 balklim A .� th asoor Yotaa « his b a or "isGiummodIn mcapoftofat acwpencyMlHClt Mum ffm mgrdrsmatfar od ebootpm" Waves Wme uses we to" ftte orm Shea bed and"kUbted byuas. Dow fix mtvowe epawIftWWW i0 beSWfledftrwSttoomaMhaRw ayta00ft OnlyCr¢dktarpodesulmamn fell betdmodatam space Pam ses aotddwaaardirfa to dssparkkq dbtaraaa The numbarott4a8 sAaces requbad is apecitiw iadm sWfO�ae O,O:Oeet P>+dd1+D m SITE CODE ENFORCEMENT ofN+ARTbIENT M SIM ffmtedolr, erdkoaffon oil- mtempwift spaces mdaaase stelae It? Ganaaltog "1111a s, a 06VOWAMPSAkOSP �eserafaamssa fos be Pavpdwftlfasphalttdt iconcratetariatedactdhBpavers�b ticks. Loose aetarials such as grave! ar rrallWr ate Wohbiiad A dgMOtwayasvaaad, eiatfad pytheoaate , Is regr3ted t�� P9 onthodatdofetay. b: Ydihtlme>< seP�tWs��sa06. Pf�8toisaha�havae�ltpaddapapaeamarxsdarBtaifiatthnar�sklrs conla6fedkf IEtiaba�neNt aMl f4ddre oA•strmtP�Btea@dremtvas Ap mgdredpadda8 ahaBire tamed � tarada tevetaabova a Terapaarypaddngstudlbeef�arradongresw�srpaAnhmypravldedttmtrlodamagoocaftstofftfo�sandsroes andthetpatkrt�gdaafaatoavmanypwHa�ottlmsidnwagc d. Each PadM ashaDbepavadardacwasbieftaaasbaotaagay. iraaanadegWtgPavedsTstewddvawayleadngto aetrsetsaeflaywitlautddvkfgftuab any odmrspaweswptosmaybe padded f rbitheooft e. in�dfsakte, 9« epaddrgistmibearanpadeathettbmaiambsckoasma +mnatd§dSra4Jaeentprope� f. Ak ddvavayaar d aaess8istes chap NOW 0* $do aft d5lauxa+biangiv of Yb btUty requkorroft w mod in IWAVaUumM std p6 of tlfa9Q- SVeatpmktoa JaquUade[de. M WSW* canner, comAllytar,SSy aaAogo. eMl wayssky ucaa it fakamumpstkkpspewdimmpiaas OgO Odpar"$ Pam sh" Comietafpaddag Spam hav &tDalSdaana�taenetoae and sllaA bokra�iodeeasqutredkf Hfa dlagreautat ot(daeot ptukbtg jsesl!lustragafit tlffaaratfl�}. Ateaasddves arldafatea shaffi be ai a pramlmrtlrondfe atbdaturawtarlt8 aitown brd trot fawo rhea thamawaana slowed, utdessepetavetlandm ads pled a� Parkktgp�ts7ltsP» �gPiortmtetbssoartalaedtladeadtarooam6Asataybopfawdandeetlmtnsdhomdtapaddng apawassigned lheratoatd takes ffi8nd kart the propodywWvxadmaaryat moaing anyatiterataaaobTe t000fapioto the mateuva: A radat aaragafcy are raawaardefder akeagsbuEding n9fero vekatesaro hetdfarrwte orrard W Rfa Pte. may bs allowed ro abedtif �pravad on s adisPlan Ueder these Iasvllsiat� ratdctos may De ataaaed exwla taamployae stdcvstaner pnddngaes)opromdontfraska p�ti ed14tobo S MordWoutavmikemu mayrwtbsusedtarregvhsdal6sirempsddngptopotesashemin d. Paddng aefaft F*ddna areas shall OW w W dower QWW to wW 00" pop" me far reskfstdat mW for no mskfeWdRequlaadrront , side arrearymdsMYbeusedfbr ON-Oft p erlctcusp !a8maybeappwmdbyfru+phraangaid xwft board as proof site pUmopprwid a t. andecepoandaaeeNnaatpaddngara�. AlpaddngareasshapbolatdseapsdinraNgmanoex8ltdlepavapama fmdsmpbm*trmabmsbfthet era% sc axis of the vftovA9areasabW&Vdpldof WWbesumedardlaadsoepw avwrft0roadlrffw0o tsgWameals. f. hdkddusdkyte WosstlaiP dpabsand vmwcft MUW-ftlft a Q WRYOWWdaaftrAmof �aa of atrMoMyddua.Caatm amass owes we pummedotto49anwofonepertatfotfraate "butrruatbeIVfrommy Out t t U. Cm"M cassearemaerae. TYmormAmamemendoporalarsotmmiwWatb &M*Vcrutes all* mme"eatteWwo dvSSfta8Om off- OutParkkrgtesilhias Oft MeeolEa OWOMMfar�t§f8reesandegtsssfac> OOproddedVW the combo" co" aftVAme tend use bebtg served Vetereapw " Was isadmm-tfa Palk omto w* fad*. Or MOM fwsiIMnow gduvevmyshdbeOWAVBdtramone vaeo and theoq*kv pmpedy avatars approver tt Rssevadapsces Spawsmedcsdresorvotloreoaignstadfaatadabawamayrmtboeauntat�ddia9ngpad @ng M 9uWMft90msiMtrreaeasahereparkfnaiea .,aMXftcetdsns EGGh UO WAM PWMB Pig en ft astapered t. PedesbimfwatawgraerNf ctem(O ro" patldapspawparpedowlen emu at* perrowolspawfaossedmaybe Wbwed by Ow adffkaft�m oNicfsi. (Rotor to Paddng Mmo aft nol). Pae4gOrftv4otdfwWvd*jft f 'ask4t6arstaagsotmtdaiveladosin hwitltaRcmeedostdau edrotkot car epanty stfan baWceted Daft» sarrgtotaParmEOf ptoDedy as the d c9fiw ofdwferdataragmroy asmay be knoteM The Mmaaof rental easdoosewtsaqukedw4Wpwftspew -for stofago area proomouch mWeawd� . �m an eedosed pmktrrp afnrotisewldehk usadsad aa:essadordy farrokievatand raraovafof rerasltathktea fa; nstuead by dmpt�9o, ardisapprovedstapubtiotraarfng. , (d) PtwtspprovatraMgaarlagres0.a +rbs , mdaidawatks- TltepWntnrmaro ltfdegtess ,aol>&afldsdawaNt98ssac3a lad wNhartpoltatmatpmkbigaraastsoWfjedtodle�IUOt� arthavlt�ga .CwbaaaldwauyudbaaRorakaedbtehy =wwmlBWQMW hum dovOWMdON atCt r ppyappBmbleom tyorwMaaendes.4*o wpwngfptambsv ybocutto epowia drohmgeardfar psdostriaoacaess. subJeG roappwvai frlr thews otAWd Cuitbtgawacba kfsta9ed Uvaua tmaNePa+bklgareashaVparkmgbacow# asingfeta* ptopanesbloiderbatxoleetlardsaat rslaps amyboGtateRed hak�n of aabinawDmlepproved bYths �n a of Was ftlYd obsefved on Q8108=()S and fourni tfncured on the bbwkV dates: Case Inspection History Inspection Dais Status inMotor Courtesy Notice inaptftdion 09/081200f3 IN Vt0lATM Anthofiy Rota Notice of Violation irmpectlolt 1110?12006 IN VIOLATION Anthony dare Case DOW: CASE -9- 064066 tea 2 of 3 Repon Rriffted: 4419/2006 BOOk25264/Page1554 CFN#20070030198 Page 3 of 4 ti 3. Defendants were issued a Notice of Vtoia 10/05!2406 informing The Defendant (S) of the above vlo and requiring such vlola#ons to be corrected by a date certain,t>rovneve;, a did not timely correct the cordon and rro5ty the Code nce Otgce that the violation had been corrected. Conotusions of Law 4. The above defendant (s) by reason of the foregoing, Were in Mallon of the aft section (s) of the NUami Shores Mbp, Florida Code of Ordvrance because the Defendant (s) has/have failed to correct the Mtation and complete fie folk wbV scrim : { REAR DRIVEWAYDETER(ORATED. REWDY: OBTAIN PERMIT AND REPLACE REAR DRIVEWAY. 10 Mw T.r w IN W Order S. Accordingly. the Miami Shares Ville Code Entorcemant Board hereby directs and orders the above named Defendant (s) to Cortedthe viotaUcm IX C desorlbed above. on or barare 12!47!2006. In the event the violation Is not corrected on or before Um sires dot, then and In that event ittere shy sec be lmpo against the said Defendant (s) a ibis of $613.00 thereafter. Fu*er, an administrative fee of $330.00 $bell be Imposed. The burden shalt rest upon tics Defendant (s) to request an inspection by the Code Enforcement Department to determbrewhather the violation has been brought IM compliance . A repeat violation. if observed, $hall result in an irmnediate tine, even U corrected at a Previous date. 6. A Certified copy of this Order maybe recorded in the public records of Miami Dade County, Florida. and strati UsereOw constitate notice to any subsegU M purdosets, successors In interest. or assigns that #se vioation exists. and shall constitute a Hen against any real or personal proof the Defendant (S) #rat is tsar protected by tie Florida ConsUhrtion . DONE and ORDERED Uds 1210712006, MU1&St Siff M "FOR WARD iLl I AA 9. V" Aftest rsort :-» �� ^:� 1 ' dj eo4v � *i * fit � • •Y I1, ' f Case Meta#: CASE -9-06 -1066 Page 3 of 3 Report Printed: I IM12006 Book25264 /Page1555 CFN#20070030198 Page 4 of 4 • �t ENFORCEMENT OAR 7 Miami Shores Village Code Enforcement y ® 10050 N.E. Seoond Avenue —. �--- M'twW Shores. FI*Wa 33138.2382 Telephone: (305) 795.2207 - �" Fax• )? „�&sA7.Z. -.... _. ..._.._ -..__ __ _...- ....._ -..� _. Case Number: CASE -10 -060 -1290 wM OMPLAINTANT: Miami Shores Village, Florida Case Type: Zoning Violation 5. gate Case Ertabtished: 1011912006 Now " JIOLATOR: HERNANDEZ, SUSANNE & .JOEL Ctmlpliatice t3eadfirle: 02101/2-007 ....,, woto Ica Onforcement Order: Mo =HIS MATTER cam before the Miami Shores Vitlage C ode Worecemant Board at a public hwdq after due notice to to Defendant (si, and the board having recieved hZ Swdwm and testimony under oath and having heard the argument , issues b F'mdfng of Fact, Conclusion of Law and Order, as follows wee► indings of Fact The above named Delandent (a) Islare to owner(s) wWor tenant of the property WOW at 486 NE 108 Street, Miami Shores, Ft„ legally described as follows woo m s v Violator information Meiling Address phone HERNANDEZ, SUSANNE � JOEL 7270 NW 12 street On li lewd, FL 33128• >? tawrwr.+J •• .. . yt•, L•.• u,. x•.. rt:•+ Am•• r•" Lr •�.r/.tY�rattHdiBh:YtH��YltVaurN i�++ is�M1t4n: trflHddr7hRaIIra�ua }fiHiRtnN•.'.•r•RWWSW:..emrUf Location Address __ -- Parcel No. _ Legal Descriptim -- wt p � 186 NE 108 Street 1121360090010 36 52 41 PS 4 8,21 DUNNING MiAW SHARES EXT No 5 $ LOT I SIX 209 f Miami Shores, FL 33161 - 08 99911 COC 24 -3128 06 2006 4124 OR 18773 -x276 a S;U9 R c� re x • .. .. .. t., it :• +• +Prq:•;.::R..•^.rki.Mt1�•iP • ^,••#irALV�y�rlfU'tP.fti - rdtC�7 p$j,'Ja}:fLki:attl:ll HiJx::�'27@Jn 2. The folloiring condlton and violatoo: Violation Code 0 Description sec. 601 (k) 10 4. itlnaufltorttzed Storage of Materials j Nome dm � *kAWAssk>assmISW aW srm,eesa�+ d�w�Jdrawctasset form It xa adwddead* Wbyk"jV,at- bYaPedket�9aby8JaePP ota�tademts tntldawt6n8JUs For ure PwpaseofdwMMfieAtim tom %tawferaltwa Mat meamwo 0=0 SA "ad bedeeawtobepe"Wod OV « dtayoaar �, lnUu�gbsdrxgNmbedtad�e9d .�orpa�69y�&n9tu9a1Abam. vehrdes. moat& eery .raMparaias +aaek+i8anddJylnp ernes. PrD iomaea. «aJJg otlwrsirrdlarbPa WP��> PJ�+dd`d aevednaioeJt kknr+! 9taknenitteretAtO prorJRdttas depaskot AabibaJS ha taualWea>toa f«wastacoA� don, Ptavkfed kis not «wa Jwtbetan� a ntdcanctti atxt k�e SaJlM VuBM be coHededby 1ltatwmtedfu(�otJef the pub9uymft dapaRmetM,« aMloatl� «asYdiegeaWioriastloonvaeraarwa , slew Howl+ rer .k�tfatcBSeofhazardouawecte(as darNgt by ale Dade COtettY . ISadt WBStaI elta>< be PraJ�pBY tratxpated tea eettkled tJaratdotJS vmate dkpo9al may. f3t� 101. PraPenYto be a>abttelted b tJatq dome and si+t1 n alt98be iha dutpof atl awnato of ftxa, Forests one toads of IaJJdx4k�t thavF�e W keapaJdiP��Y Ina sera, dose and 6iQrdIylOn eutd b ratnOYe kiaJafJOJn aA us4Jae4 Weeds »i>di OJhef¢lOWlh and Qt tta9h endtYbbhhaad i0 stn aB ezeaYadetJS murdeyrtaesbn6 8reseate (Cede 1871, $ tt•t) County tewtatorence -. tot dombsS CauuYCodq CR 1& Was first observed on 10/1912006 and found uncured on the Wowing dam: Case inspection History inspection Date status Inspector Courtesy Notice inspection 10/24/2006 IN VIOLATION Anthony Fram Notice of YtoIMI= Irmpeo ion 12107!2008 IN VIOLARON Anftq FWft Case Detail: CASE -10.08 -1290 Page 1 of 2 Report Printed:12H9f2006 BOOk25402/Page852 CFN #20070245735 Page 1 of 2 ' 3. Defendants were issued a Notice of Yrolatlon on 812006 informing the betendant (s) of the above violation ng such Wolations to be �? corrected by a date certain, however the Defendant (s) not timely correct the cmxftn and notify the Code CompH that the violation had been �p�n�ded. l oricluslons of Law 4. The above defendant (s) by reason of the foregoing. Were in violation of the aforesaid sedion (S) of the LUW Shores Village, Florida Code of Ordnanm W beomme the Defendant (s) haslhave failed to owed" violation (s) and c omplefe the following actions: s: TRASH AND C ONSTRUC770N DEBR THRDUGHOu YARD. I REMEDY: REMC)VE TRASHAND CONSTRUCTfON DEBRIS THiROUGHOUTYARDANt) D1SF°OSE OF PROPERLY. pUIWJC WORKS WELL NOTCOLLECT. +� W 04 f" Order N 6. Accordingly, the Mlarnd Shores Wine Code Enforcement so d hereby directs and orders the above named Defendant (s) to Coned the violation 01 described above on or before 021 0112007 in the event the violet Is not coneded on or before The such date. than and in that evert there shall be imposes 0 - 1 against the said Defendant (s) a line of $60.00. Thereafter. Further, an administrative fee of $30.00 Shag be imposed. The twrden shy rest upon the Defendant (s) to rergreel an inspection by Hie Cosh Ettancamed Deperimert to datermhte whether the vioaton has been brought into compliance . A repeat violation. 9 observed. shall result in an lmn%a late fine, even r conaded at a previow elate. 6. A CerHfled Copy of this Order Wray be recorded in Hte pstbfro records d Miami Dade County , Florida. and stm6 iheieaRer c onsilude notice to arty subsagt 1 purestases, successors In interest. or assigns list the violation exists, and shalt constitute a fan against any real or personal property of the Defendant (s) Thai is not protected by the Florida Constitution. DONE and ORDERED this 02109!2007. M BOARD j A k. Chairperson It 4 a way' •�� �� ow Case DetaH: CASE - 10.061290 Pap 2 2 Report Printed: 12M 112006 Book25402IPage853 CFN#20070205735 Page 2 of 2 3 � ENFORCEMENT OR ` Miami Shores Village Cade Enforcement E. 10050 N.E. Second avenue Miami Shores, Florida 33138 -2382 F ax: (30 {3t>6) 7952207 F "CO�' Fax: (306) 7588972 , ._� ,,........_. _ Case Number. CASE4 0-06 -1289 aCQMPLA1NTANT: Miami Shores Village, Florida case Type: Ordinance ifia {af�on . «' Gate Case astaww: 1011912006 QLATOR: HERNANDEZ, SUSANNE & JOEL Campgartce osadEl►�e:021` fl912047 OWN a+ -9 t -Inforcement Order: .. S MATTER carne before the Miami Shores Village Code Entorecement Board at a phft htering after due notice to the Defendant (s), amt the board havhtg r8deved idence and testimony under ostli and having heard the argument . issues Its Finding of Fact, Conclusion of !Lour and Order, as follows: UWM W =1 � indlnqs of Fact The above named De ent (a) Mare the oww(s) and/or tenant of the property located atlas NE 108 Street, Matt Shares, FL, leery destxmed as follows w � Violator Information Mating Address Photte 7270 NW 12 5tred $20 W r: HERNANDEZ, SUSANNE & JOEL Miami, Fl. 33126- A ,�rrra,u N If) U- tacatien Andress Legal Descflpllarr Y _ a ry 11213601190010 36 52 41 AS 45-21 DUNNING WAMl SHMS EXT'NO S 4 186 NE 108 Street F3 LOT 1 SLK 209 LOT SIZE 75.000 X 124 Eai218773 -4276 ' ti Miami Shores, FL 33161- 0819981 COC 24746 - 3123 06 20061 @ va ci � cd ra* �..� GYC «.^ . t :YCG. F:=F=:.C4ttlX=C==pfgiS { f7SG4'TL� �e�1r.f� 2. The following condition and violation: Violation Code Description Sec. 8-4. (Permits- �Appncation generally) sea $4. Pw»�-nppeca� (a) Required NoFersonahaHerectaroarsuuaaP�d+ f4oarec 'rroaedd to. erdarM imptm e, SWvonvan.ft%14ora¢mollsbenrbV t9arsbu ore�ry9 ►6Vi ad6 varier oae orpbdoumoreiigiwtwdieron oaeoraiom btsatiecb or toot oroaussthe earns lobe darie taheto 8ie Wst ntihe wok h 5100ooa agora to vsk>R �srxl on only reaodelmporaCoraBoaJab otanpvatue; w�dSfstabt�drdt apem8tdrewter hoar8w»depanaaerR (b) Skemf�a�Peddngd +ivevraY�idreNaBOptarn. PAoHo@ rsiss�+ oeora�grtwHdhfA6t '>�8�1Isv8>in6� o8rerperm;s a tabt9skatdtamgtbepresoraedtothsbu8dmpandzoidr deper6nwit6> *fteok i�tpropoaed dta}nslje ono+apreoYaos end N>dicaNnp ey ddvaaeayaextmot4+>dbsyond tho WapenYWre k�dretxdtitarfigddmwaY• The dasHmBo phai hMpremisesshotl tnsetx6stlho oppfaval of the �� podd�wadot the dswnrayP>en mvataie�wlurthe approval orbie dBOCtoronihe btsCBriy aadxonm8 depoifeneMandtMdfroetototihs pubiroolsrksdepa+baanton� roa�1R and is epp+ovr�g orre the plarttltedk+a�sra shaHe' dod B�etrdeciska►kigtFasL�teat�ati�b eFatwalhc�e, 5aocorrsideratioashevotuma ataa�otobepanaratad ils sari oor &0etw1h8rea�osRSt�se4trsmnvmt�er � driveways puapaaedaadlhdrprmdrri8y� odioistn 6ro r� 3arsanapnaoB�ris rptetanoi+f>; viaradc9esea or obsbui�tatthedilvawaya sago gad toea800 oitbstlfivewatr ana as ti>terseWonatth8tstomt etera8sri of rite driveway M rererea�eroure�t e., aanr�era�n�+ ors�ec ,asroeaas�snnelr«�woiiareoreaa� � gnat awwaways .game ram seas meda ahaa eaaotwi8r dre approVN of she aisle road deparaaont. (� � ADP1ca9onn�rbpayseVstmRsah�thrdcsMikearearobensed�pauld�asdpem�seafudl be tmwedsteim118reta�h Bros still beto reserved sad dsmtapa! li000Mabte aesbfefimm so reselling Broil eras shit Os regidred Such m6mvedforpmldngar aws be momdo" #W Wen2 amps Wid nopeffftfor addiffow MofslobWM gAbsissued Areareservadtorpandrtgbio ,ra+oe8onw9hsag assaha86euadariMamriaawasrddp�ffiad�theimettselL (Coda d871. § rr�Ord NR 48688. $ 0.838( Was fid'8t observed on 10(1912006 and found u+oured on the following dates : Case Inspection History IT EM Date Status Inspector Courtesy Nfotice inspection 10!2412006 I V t O LAn o n Anthony Ftw" Notice of Violation inspection 12107/2000 IN Vidl Mox Anthony Hole Case Detail: CASE•10- 06.1289 Page 1 of 2 Report Printed *,1Vt112a06 Book25462 /Page854 CFN #20070205736 Page 'I of 2 3. Defendards were issued a Notke of Violetion on 12000 IRf m*ig the Defendant (s) of the above v tion such violatlans m be corrected by a date certain, however the Defendant (s) dmeiy correct the cmdKion and no* the Code Coda that the violation tmd been corrected. o Conclusions of Law 4. The above defendent (s) by reason of the foregoing. le/am in violation of the atmeseld section (s) of the Miami Shores V114", Florida Code of Ordnance w because the Defendant (s) hasihave ailed to correct the violation (s) and cxmplete the tot M*V aCWm: MAJOR ROOF REPAIR DONE WITHOUT PERAOT REMEDY: O8TAIN PERMIT FOR ROOF REPAIR. I 0W %t r0 Vii! C NI Y. F Order 5. Accordingly. use Mfiami Shores VHiaga Code Enforcement Board hereby d and orders the above named Defendant (s) to Correa the viciatlon described above, an or before 0210112007, in the evert the violation is not corrected on or before the such date ,11" and In that event tam shelf be imposes m J against the said Defendant (s) a fine Of $50.00 thereafter. Further, an administrative fee of $30.00 swill be imposed. The burden *w rest upon the Defendant (s) to request an btspeoUM by the Code Enfirrcement Depertrnrent to delmralne whether the vrolatiafn has been brought into wtnptrence . A repeat vlofation, if observed, s hall result fn an imf mftte fine, even it corre a t a previous date. 6. subse A CeftiRed Copy of this Omer =y be recorded In tine pttft records of NNatni Dade County , Ftorkfa. era she# thereafter ootSUttrtB notice to any Defendant (e that St i not Interest. or assigns tilt the vio�fon exists. aril shalt constitute a fien against any real or persona# property of the protected by the Florida Consfitu#on . DONE and ORDERED this 0210112007. tgp0 SHO NF f34AttD ` it .,• Des C rperson .w. � '� ss i••4•• f i fitd..�� �s G P 4. I 3 w� Case Detail: CASE- 10 -Wi289 Report Printed: 121f1 ADS Page 2 of 2 Book25402 /Page855 CFN #20070205738 Page 2 of 2 CFH 2007R0,634859 ` OR Ok 25731 Ps 04991 (Ips) RECORDED 06/26/2007 138:33.35 HARVEY RUVINY CLERK OF COURT IN THE CIRCUIT COURT OF THE ELEVENTH >llAtiI -#3AUE COMM FLORIDA JUDICIAL CIRCUIT IN AND FOR DADE COUNTY, FLOR AX FAGE CIVIL. ACTION DEU BANK NATIONAL TRUST COMPANY AS TRUSTEE j UNDER T= INDX ZOIiS -A P ,1 LING AND SERVICING AGREEMENT SERIES i a p 3L 8 q 53 f A 4 � g l Plaintiff VS. DIVISION I i &PAC'E POR REGORiHNCr �4A.X PS .i VIORIKA DE LA C MUNOZ; THE UNKNOWN SPOUSE OF VIORIKA DE LA C MUNOZ-, ANY AND ALL UNKNOWN PARTIES CLAIMING BY, THROUGH, UNDER, AND AGAINST THE HEREIN FLAMED INDIVIDUAL OMWDANT(S) WHO ARE NOT KNOWN TO BE DEAD OR ALIVE, WHETHER SAID UNKNOWN PARTIES MAY CL.AIl4+I AN INTEREST AS SPOUSES, HEIRS, DEVISEES, GRANTEES, OR OTHER CLAIMANTS; MORTGAGE ELECTRONIC REGISTRATION SYSTEMS, INCORPORATED AS NOMINEE FOR INDYMAC BANK, F.S.B.; MUM SHORES VILLAGE; TENANT #1, TENANT #2, TENANT 03, and TENANT #4 the names being 2lctitious to account for parties in possession Defendant(s). Nomag OF LIS PENDENS To the above-named Defendants) and all others whom it may concern: You are notified of the fristitulion of this action by the above -named )`Wb ifl against you seeking to forcolose a mortgap recorded in Oftcial Records Book 24963, Page 4353, on the following property in DADE County, Florida: LOT 1, BLOCK 209, OF DUNNING IS MLAMI SIIORES, EXTENSION NUMBER 5, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 48, PAGE 21, OF THE PUBLIC RECORDS OF MIAM -DADE COUNTY, FLORIDA. S 1 Bated this ,t; L_ day of 2007. Echevarria, Codilis fit Stawiarski P.Q. Box 25018 Tampa, Florida 33622 -5018 {813} 251-4 Bye E.Tyler Sambiag FLORIDA BAR NO. 0029380 Andrea D Pidala FLORIDA BAR NO. 00228U WDYMAC. R -*0%1m FILE NUMBER: F07020M D0q 1D: MWO105 111MINI 111111111 Book257311Page499 CFI #20070834859 Page 1 of 1 1111011111 111111millil Bull 1011111 r r CFN 2007ROB60116 OR 8k TW6 Ps 0985i (1ps) RECORDED 08/28/2o07 08:04:56 HARM RWIH. CLERK OF COW HIA111-DADE COOHTYP FLORIDA LAST PAGE ASSIGNMENT OF MORTGAGE FOR VALUE RECEIVED, on or before June 1% 2007, the mod, MORTGAGE ELECTRONIC REGISTRATION SYSTEMS, INCORPORATED AS NOMINEE NOMINEE FOR. INDYMAC BANK, R 3.a, to: DEUTSCM BANK NATIONAL TRUST COMPANY AS TRUSTEE UNDER TSE POOLING AND SERVICING AGREEMENT SERIES INDX 2OWAR41, ("Assignee') whose address is 460 Sierra Madre Villa Ave, Suite 101. Mall SOP US 01-K Pasadena, CA 91107, its =can= and/or assigas, all of the right, tvr, and iatefest of Ass191102' in and to that cedak Mmtpgo (*a " Mortgage') dated August 31, 2006 and recorded October 02, 2006 in Official Records Book 24963 at Page 4353 of the public records of DADE County, Florida, eneumbefimg the followbg- described real prapefty: LOT 1, BLOCK 209, OF DUNNING'S MIAMI SHORR3, EXTENSION NUMBER 5, ACCORDING TO Tox PLAT TmazoF, RECORDED IN PLAT BOOK 48, PAGE 21, OF THE PUBLIC RNMR08 OF MIAMI DADE COUNTY, FLORIDA. as the some may have been amended from tine to time; together with the Now and Wd*Mftu secured thare5y. MORTGAGOR(3� VIORIKA DE LA C MUNOZ IN WITNESS WHEREOF, Assignor has exearted and delivered this instrument on {V' (ts %ba& 2007. Signed, semi and delivered In the presence or w MORTGAGE ELECTRONIC REGISTRATION SYSTEMS, INCORPORATED AS NOMINEE FOR tivD a t,.. ...t+- Typed Namm t T rlana i,,�+cu.,n„h -;, Attest: Typed STATE OF : f (Affix Corporate SaaO COUNTY OF W ittXdmft BEFORE ME, the ut grid, %2110 �,,., and i� tJ1A r_s. � L �uc'►g tt'S►i ra�t�' respect}ve , ofMORTGAGE ELECTRONIC REGISTRATION SYSTEMS, INCORPORATED AS NOMINEE FOR INDYMAC BANK, F.S.B. awn to we tobeft persons thatamuted *a ficregolmg Wit, and acknowledged thad" a waW the foregoing as irs duly autlimized offices andthat such execution was done as the fie act and dead of MORTGAGE ELECTRONIC REGISTRATION SYSTEMS, INCORPORATED AS NOMINEE FOR INDYMAC BANK, F.S.B. Ibis r_ day o€ Auqowak . 2007. Notary PuWc + (04 L. _ � NOWv hft. $Uft Of TMOS My commission expires: FILE NUMBER: POMO268 WC M001100 *F07020268* *- 001100* Book258861Page955 CFN#20070850116 Page 1 of 1 CIN C IN THE CIRCUIT C OF THE ELEV ENTH JUDICIAL CIRCUIT IN AND FOR DCIVIL � > FLORIDA .. ra DEUTSCHE BANK NATIONAL TRUST COMPANY I — =" AS TRUSTEE UNDER THE POOLING AND SERVICING AGREEMENT SERIES INDX 2046- I - ~ AR41, ► » Plaintiff, CASE NO 2047- 18953 -CA j VS. DIVISION rJ ' SPACE FORRSCOSAINGOny Fs4m2w b VIORIKA DE LA C MUNOZ; THE UNKNOWN SPOUSE OF VIORIKA DE LA C MUNOZ N1KIA OXIDES ORTI;a; MORTGAGE ELECTRONIC REGISTRATION SYSTEMS, INCORPORATED AS NOMINEE FOR INDYMAC BANK, F.S.B.; MIAMI SHORES VILLAGE Defeadant(s). 1 FMAL AMMM OF FORIf,CL� F (Pursuant to Administrative Order No. 06.02 A]) THIS ACTION was heard before the Court on Plainuffs Motion for Summary Final Judgment on November 06, 2007. On the evidence presented IT IS ADJUDGED that 1. The Plaintiffs Motion for Summary Judgment is GRANTED. Service of process has been duly and regularly obtained over Defendants: VIORIKA DE LA C MUNOZ THE UNKNOWN SPOUSE O F VI DE LA C MUNOZ NWA OXIDES ORTIS; MORTGAGE ELECTRONIC REGISTRATION SYSTEMS, INCORPORATED AS NOMINEE FOR 1NDYMAC BANK, F.S.B.; MIAMI SHORES VILLAGE; . 2. There is due and owing to the Plaintiff the following: 3k 26053 Pg 1016 CFN 20071102433111171200710:27:31 Pg 1 of 6 Mia -Dade Cty, FL PRINCIPAL DUE ON THE NOTE SECURED BY THE MORTGAGE FORECLOSURED: $4i 6,000.00 INTEREST ON THE NOTE AND MORTGAGE FROM 0310112007 TO 10/12/2007 21,O15.S 7. PER DIEM INTEREST AT 725 FROM 10112/2007 TO 11/062007 2,065.75 PRE ACCELERATED LATE CHARGES 352.36 1 ROUGH dune 15, 2007 PROPERTY INSPECTIONS 45.00 TAXES 1,089.19 INSURANCE 1, 40 40.00 RECORDING/FAXIWIRE FEE 40 PROPERTY PRESERVATION 41.50 APPRAISAL 350.00 BPO 190.00 TITLE SEARCH EXPENSES 175.00 TITLE EXAMINATION FEE 150.00 FILING FEE 2.56'00 INVEST IGATION /SERVICE OF PROCESS 340.00 RECORDING FEE 6.00 ATTORNEY'S FEE 1,100.00 GRAND TOTAL $444,683.37 3. The grated total amount referenced in paragraph 2 shall bear interest from this date forward at the prevailing legal rate of interest. 4. Plaintiff whose address is c% Florida Default Law Group, P.L., 9119 Corporate Lake Drive, Suite 300, Tampa, Florida 33634, holds a lien for the grand total amount specified in paragraph 2 herein. The lies of the Plaintiff is superior in dignity to any right, title, interest, or claim of the Defendants and all persons, corporations, and other entities claiming by, though, or under the defendants or any of them and the property will be sold free and clear of all claims of the defendants, with the exception of any assessments that are superior pursuant to Florida Statutes, Section 718.116. The plalaWs lien encumbers the subject property located in DADE County, Florida and described as: LOT 1, BLOCK 209, OF DUNNING'S MIAMI SHORES, EXTENSION NUMBER 5, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 48, PAGE 21, OF THE PUBLIC RECORDS OF MIAMI DARE COUNTY, FLORIDA. Property Address: 186 NE 108 STREET, MIAMI, •FL. 33161 DEUTSCHE BANK NATIONAL TRUST COMPANY AS TRUSTEE UNDER THE POOLING AND SERVICING AGR>sMt SERIES MX 2006 -AR41 vs. VIORMA DE LA C MUNOZ, ET AL CASE NO, 2007 - 19953 -CA IW 2 W 26053 Pg 1017 CFN 2007110243311117 /200710 :27:31 Pg 2 of 6 Mia -Dade Ciy, FL 5. If the grand teal amount with interest at the rate described in Paragraph 3 and all costs accrued subsequent to this Judgment are not paid, the Clerk of the Court shall sell the subject property at public We on D�o , 2007, at l l:OoAM, to the highest bidder for cash, except as prescribed in paragraph b, at ROOM 908, 140 WEST FLAGLER STREET, WWI, FLORIDA, DADE County, Florida after having first given notice as required by Section 45.031, Florida Statutes. The Clerk shall not conduct the sale in the absence of the plaintiff or its representative. 6. Plaintiff shall advance an subsequent costs of this action and shall be reimbursed for them by the Clerk if Plaintiff is not the purchaser of the property for sale. N Plaintiff is the purchaser, the Clerk shall credit Plain&rs bid with the total scan with interest and costs accruing subsequent to this Judgment, or such part of it, as is necessary to pay the bid in W. The Clerk shall receive the service charge imposed in Section 45.031, Florida Statutes, for services in making, recording, and certifying the sale and title that shall be assessed as costs. 7. On firing of the Certificate of Sale, Defendant(s) right of redemption as proscribed by Florida Statutes, Section 45.315 shall be terminated. S. On firing of the Certificate of Title, the Clerk shall distribute the proceeds of the sale, so far as they are sufficient, by paying. first, all of the Plaintiii?s costs; second, documentary stamps affixed to the Certificate; third, Plaintiff's attorneys' fees; fourth, the total sum due to the Plaintiff less the items paid, plus interest at the rate prescribed in paragraph 2 from this date to the date of the sale. During the sixty (60) days after the Clerk issues the certificate of disbursements, the Clerk shall hold the surplus pending further Order of this Court 9. Upon filing of the Certificate of Title, Defendant(s) and all persons claiming under or against Defendants) since the filing of the Notice of Lis Pendens shall be foreclosed of all estate or claim in the property and the purchaser at the sale shall be let into possession ofthe property. 10. b O(M Q P URSUANT TO AMFTTDMENT TO SEC.UMN, 45.03 L u, ST m IF THIS PROPERTY IS SOLD AT PUBLIC AUCTION, THERE MAY BE ADDITIONAL MONEY FROM THE SALE AFTER (PAYMENT OF PERSONS WHO ARE ENTITLED TO BE PAID FROM THE SALE PROCEEDS PURSUANT TO THIS FINAL .IUDGMENT. IF YOU ARE A SUBORDINATE LIENHOLDER CLAIMING A RIGHT TO FUNDS REMAINING AFTER THE SALE, YOU MUST FILE A CLAIM WITH THE CLERK NO LATER THAN SIXTY (60) DAYS AFTER THE SALE. IF YOU FAIL TO FILE A CLAIM, YOU WILL NOT BE ENTITLED TO ANY REMAINING FUNDS. I7EtITSCFIE BANK NA7nOhdAL rRU$r COMPAIfi! AS TRUSTEE UNUFdt THE PoolaNG AND SERVICING AGPJMM r SERIES IND9 2406�AR41 vs. VIORIKA DE LA C MUNOZ, ET AL CASE NO.2ttt17- 18953 -CA PaF 3 W 26063 Fig 1018 CFN 2007110243311117 /200710:27:31 Pg 3 of 6 Mia -Dade Cty, FL IF YOU ARE THE PROPERTY OWNER, YOU MAY CLAIM THESE FUNDS YOURULF YOU ARE NOT REQUIRED TO HAVE A LAWYER OR ANY OTHER REPRESENTATION AND YOU DO NOT HAVE TO ASSIGN YOUR RIGHTS TO ANYONE ELSE IN ORDER FOR YOU TO CLAIM ANY MONEY TO WHICH YOU ARE ENTITLED. PLEASE CHECK WITH THE CLERK OF THE COURT, DADE COUNTY, 73 W. Flagler St., Room 135, Miami, FL 33130, PHONE. 343»375 -5943, WITHIN TEN {14} DAYS AFTER THE SALE TO SEE IF THERE IS ADDITIONAL MONEY FROM THE FORECLOSURE SALE THAT THE CLERK HAS IN THE REGISTRY OF THE COURT. IF YOU DECIDE TO SELL YOUR HOME OR HIRE SOMEONE TO HELP YOU CLAIM THE ADDITIONAL MONEY, YOU SHOULD READ VERY CAREFULLY ALL PAPERS YOU ARE REQUIRED TO SIGN, ASK SOMEONE ELSE, PREFERABLY AN ATTORNEY WHO IS NOT RELATED TO THE PERSON OFFERING TO HELP YOU, TO MAKE SURE THAT YOU UNDERSTAND WHAT YOU ARE SIGNING AND THAT YOU ARE NOT TRANSFERRING YOUR PROPERTY OR THE EQUITY IN YOUR PROPERTY WITHOUT THE PROPER INFORMATION: 1F YOU CANNOT AFFORD TO PAY AN ATTORNEY, YOU MAY CONTACT Florida Immigrant Advocacy Center - Miami Office (305)573'1146, Guardianship Program for Dade County - Florida {39W92 -7642, Legal Aid Society of Dade County Bar Association - (345j579 =5733, Legal Services of Greater Miami, Inc - Caribbean Boulevard Office (345)232-684, Legal Services of Greater Miami, Inc - Main Office {305)576 -4480, TO SEE IF YOU QUALIFY FINANCIALLY FOR THEIR SERVICES. W THEY CANNOT ASSIST YOU, THEY MAY BE ABLE TO REFER *YOU TO A LOCAL BAR REFERRAL AGENCY OR SUGGEST OTHER OPTIONS IF YOU CHOOSE TO CONTACT Florida Immigrant . Advocacy Center - Miami Office {3135}573 -1106, Guardianship Program for Dade County - Florida (305)592-7642, Legal Aid Society of Dade County Bar Association - (345)579 -5733, Legal Services of Greater Miami, he - Caribbean Boulevard Office (305)232- 9680, Legal Services of Greater Miami, Inc - Main Office (305)576 -Mo, FOR ASSISTANCE, YOU SHOULD DO SO AS SOON AS POSSIBLE AFTER RECEIPT OF THIS NOTICE. 11. I the lent SOTAM xmdm3A the momft" a&on, thp e mwmwbXh Pm5m&9 routim e o r P L.'s Rd a& La le and awards a fee ofOna OMMd. One hundred and M10-0 F i t to C3 h 1 poll t Mut chug wd ks d ent In no. event rn .l paid by its client. DEUTSCHE BANK NATIONAL TRUST COMPANY AS TRUSTEE UNDER THE POOLING AND SFdtVICRQG AfiF� SERIES 3C MUNOZ, ET AL CASE NO. 2007-19953-CA Page 4 ,k 26053 Pg 1019 CFN 2007110243311/17 /2007 10:27:34 Pg 4 of 6 Mia -Dade Cty, FL 12. The Court retains jurisdiction of this action to enter feather Orders that are proper including, without liinhation, writs of possession and deficiency judgments. DONE AND ORDERED at DADE County, Florida, on this day of , 2007. C J Copies flunished to all patties: Florida Default Law Group, P.L. ${ L Wi= , P.O. Box 25018 Tampa, Florida 33622 -5018 All parties on the attached Service List poem revision 7/1/06 F07020269, Case No. 2007 - 18953 -CA, MYMAC- CONY— R•ejayAa D>wUTS =SAM NATIONAL TRUST COMPANY AS TRUSTEE UNDER liiff POOLING AND SERVICING AGRBEI MIT SERMS 1NDX 2006 -AR41 vs VKWMA DE LA C MtMZ, ET AL CASE NO. 2007-189S3-CA Page S ck 26053 Pg 1020 CFN 2007110243311/17 /200710:27:31 Pg 5 of 6 Mia -Dade Cty, FL Service List VIORIKA DE LA C MUNOZ 1600 Sw 62 Ave Apt 29 Miami, FL 33155 THE UNKNOWN SPOUSE OF VIORIKA DE LA C MUNOZ NWA OXIDES ORTIS 7150 Sw 23rd Street Apartment 29 Miami, FL 33155 MORTGAGE ELECTRONIC REGISTRATION SYSTEMS, INCORPORA'T'ED AS NOMINEE FOR INDYMAC BANK, F.S.B. C/o Ct Corporation System, Register Agent 1200 S. Pine Island Road Plantation, FL 33324 MIAMI SHORES VILLAGE C/o Legal Department 10050 Northeast 2nd Avenue Miami Shores, FL 33138 DEUTSCM BANK NATIONAL TRUST COMPANY AS TKUSTEE UNDER THE POOLING AND RRV='G AGREkkv!&NTSERIES INDR 2006 -AIM VS VIORMA DE LA C MUNOZ,ET AL CASE NO. 2W7-19M-CA NF 6 k 26053 Pg 1021 CFN 20071 1 02433 11/17/2007 1 0:27:31 Pg 6 of 6 Mia -Dade Cfy, FL _ CFN 2008RO102776 OR BY 26202 P9 1403Y UPS) RECOMED 02107/2008 08:21:00 HARVEY RUVIMv CLERK OF COURT: MAMI -DADS Ci3LWY: FLORIDA WT PAGE MUM SHORES VI J AGE, a FLORIDA mwnicipat corpomflon 10050 N.E. 2nd Avenue i l4 mW Shores, Morida 33138 -T "E xunUstr NOTICE OF IM LM r UMM RE: Special Assessment Lien for Garbage, Storm Water, Trash & Lot Clearing Services RECORD OWNER NAME(S): Viorika De La C Munoz ADDRESS: 156 NE 108 Street, Miami Shores, FL 33161 -7838 Pursuant to Section 9-14 (garbage and trash) wWor Section 104 (lot clearing) of the Code of Ordinances ofMami Shores VMaM Florida, notice is hereby given that there has been assessed, pursuant to the provisions of said .laws against the real and personal property at the above address, legally described as: Dunning Miami Shores Fact No 5 Folio #: -112136009-0010 Lot(s): 1 Block 209 Subdivision recorded in Plat Book 48 Page 2l of the Public Records of Dade County, Florida, Civil penalties and costs of an administrative hearing, if applicable, in the current total sum of 769 for garbage, trash and stoma water services, which after demand for the payment thereof remains unpaid, and by the virtue ofthe above mentioned law(s), the amouut(s) constitutes) aLien(s) in t vor of Miami. Shores Village upon the title to and interest in, whether legal or equitable, the property here in above desmlx ; said sum(s) increase monthly by penalties and interest and shall be prior in dignity to all other liens, excepting real property taxes and taxes and liens of equal dignity therewith Mami Shores Village may foreclose or otherwise execute on the lien as provided by law for the recovery of the said sums, together with attorney fees. Thomas J Benton Village Manager STATE OF FLORIDA COUNTY OF DADE SWORN AND SUBSCRIBED to before me, a notary public of the State of Florida on the .,21f day of Ja 2008 in Miami Shores Village. Affiant is personally known to me. Notary Seal Notary Public Batbara A_ Estee„ Typed or Printed Name ofNotary Prenared hv: Mimhe1'h A. Keelev IDenartment: Finance Book262021Page1403 CPS! #20080102776 Page 1 of 1 ENFORCEMENT ORDER CFH 200BRO768774 OR BK 2 s 37 3792; (2p9s) li NOW ShomVokWCo&grjorcetneat RECDOED 09lftMOB 14935=27 100 0N.E.SOMWAvmwe HARVEY RUVittt CLERli OF COURTt HIAKI —OAOE CDUNTY+ FLORIDA rsead SkM. Frame =38.2UZ Weph— {3" 37}3.226! Foe M TsMM case mumber: CASE-8-06-1020 COM L4WANT: Miami Stmm Vftge, Fiorida z.. . VIOLATOR: DE LA MUNOZ, VtORHCA; Err>Tarce�lTant OMar: THIS mATTER cause betote 8st Miam) shwas allege Code EMarecament Board at a public Rearing after due notke to the D rd (s), and the bowd bming "deved evwom and testimony under oath and hav" heard ft aWnenr issues fts Fkwav of Fad, Cordudm of Law and Order, as Mwm Ffnftngs of Fact 1. The abaft named oeftW ant (s) Ware the o wwts) and/or Wwd of ft property kxmted att80 tE 108 Strad, Warm Shores, FL, W10ly dtscffl)ed as f kmm VrofetoruKo mo= YttTllpyAddn" DE LA WNW, VIORIICA; tss K Cos saes MLWSHGm,FL3316i- rAta00a1Add:aes ppCeltaL r.�a 188 HE 108 sbvot 1 121300009010 366241 PB 4e 21 tx)Ne M tNAhai SHORES EXTNO6 INIIanHShot+�,FL33181• LOTi BLK209LOTSlM 75.000X124ORi0773�4M 08 IM i WO 24740.3123 06 2000 1 2. The IdWag coafton and vioiat = V101afio codos UestHprion see. i2- 128,tvtwmwtmu TWA swAtm*l aaszr�ave.swe�.�awa«vo�aoaaw, Ea a sma r40WMV*K*NAk aaa I N ' In�B 111 at i ft lo x tE3 m"k"pvAW "m W rMMl ewWdoaRMI nQOw. tlVmryawtd�ttArttMUofMwupyn lrlclgasfidlnpSNdbkMp�r.Ir' rauw.vesaaica�rr'uwatioa" m mwt�oer rwam. wroo ,.wM+aman,a.�nuaw�rawa.+.ouad (Coss sr� Was first observed onOS O MM and towed uncured on Ose foliovring dates Case inspection History tnsi�eetion om ;I bop4ator tto0es oartsrecas 91MOGnlON A�Mean/Rom NOga vleiWpn AnntagRaes 4—ym t DIVXKAIM Rea ca. newt: cASesas wa$o 1 012 Repatt p.>naa: ansra>oa � Book265751Page3781 CFN #20080768774 Page 1 of 2 D_ COMPLETZ THIS SECTION O ■ Complete Items 1, 2, and 3. Also complete A. Item 4 if Restricted Delivery is desired. 0 Agerd s Print your name and address on the reverse 0 Addressee so that we can return the card to you. B. Received by (Printed Name) C. Date of Delivery ■ Attach this card to the back of the maiipiece, or on the front If space permits. D. Is delivery address different from item 1? 0 Yes 1. Arti to: If YES, enter delivery address below: 13 No - Gtne, Na},pn�l ' 19 core► 3. Service Type y E3 cermed Mall 0 Express Mall S 13 Registered 0 Return Receipt for Merchandise ,'� ❑Insured Mail 13 C.O.D. 4. Restricted Delivery? (Extra Fbe) 0 Yes 2. Article fl umber 7007 2680 0001 3276 4579 (llansfer from service l abel) PS Form 3811, February 2004 Domestic Return Reoeipt ° Iozss5-02-Masao UNITED STATES POSTAL S I ,:;; FL :g,. i �1 s�1:�:,- " s e *Sender Please print your name, address, and 2 �`�this box , �Ml SHORES VILLAGE 10050 N. E. 2rtd AVENUE MIAMI SHORES, FL 33138 ` Wafendards were Issued a Notice of VMobn on0612 MOS kdomft the Defendant (s) of tite above violation and mqtkkv such Violaftm to be r and Code corrected vWaflm been oweded. trt (s) end not timely correct sond�ton M W Coo kudotre of Law tr 4. The above defendant(s) by reason of the foregoing, isfare In vlolaton of the aforessid seclk" (s) of Ow MWA Shores C � Vlge � � of Ordinances because the Detendant(s) hasftve fated to correct the vlotatior(s) and 0000% V) ROOF LEAKWG, PARTIAL CFJUNG COUAPSE IAr'fEERXK FASCL4 BOARDS DETERIORATED, DOOR ON WEST NW SIOE DETERIORATED ,C4 REMEDY: OBTAINPERMITSAIV REPLACEROdF, FASCIA BOARDS, SOFf1TANDDOOR ON MST SIDE tVlk, i� ow 04 Mi Order L Accordbngty. the A+Uamt Stares ViDage Code Enbroement Board hereby diems and orders the above named Defendant (s) to Correct the vknhion described agave, on or before 1110212006. In the evenrihe violation Is not corrected on or balbre the such date, Ow and In that evert there std be imposed against the saki Defa wkufl(s) a Me of $60.00 a day ftreaW. Furttser. an admWstroom fee of $30.00 sfd be Imposed. The burl sW rest upon the Defendant (s) to request an inspection by the Code Edomement Department to determine whedwtha vkMon has been d brought Into canoe. A repeat violation, #observad, shati result in an Iramw late tine, even if corrected at a previous 6. A Ceditd copy of this order maybe recorded In the pubb mxwds of MWW Beta County, Florida, and shah ttnereatterste natice to any subsequent purchasers, snnooessors in hdere�, or assigns that �a violation exist& and shag antstkte a Den against any real or persarsat property of the Defendants) (tort Is not protected by the Florida Constitution. DONE and ORDERED tits 1110212006. ?7SHORES r;!7MMRD . � *�• 4.. A ,tint /r � a E` • that DMad: Ci43� a oe t07A Page 2 of 2 RapottiMrMd:9Fef�0E Book26575/Page3782 CFN#20080768774 Page 2 of 2 ORDER I tki l li mill ENFORC oac ENFORC CM 21�Y.R07b677s �R txse otr ra RECORDED 07119lAN €4M27 laossNeseta,aAV�we HARVEY RWINP CLERK OF C€NlRTr NIANI -DAD£ COMM FLORIDA 1aes3sz+se Tdsgronx(3t�711�7 P,�" Faoc(90�7b68972 case ew *w. CASTE -9-06 -4066 COMP1.AWANT : M" Shores Wep Fib 5 X N V3. VIOLATOR: HERNANDE4 SUSANNE & JOEL �� .:: s R:: Enfbn sme *Order: 7t WATimmm+ II Mfafd9itam Yaepe Cpb�kBapdsle Pt> DstmrauemllC« lbtaeosawmct +�a�aabdoentAaw+aiedeved, tnlaenoe�aa pm trnexoeet ma tmwGg neena 9ieatewnad . treabxan9assa.Ca a Lawtu#Otdac, ++ raeows cgs afRaa! 1. ' rNaebousnarcroaoeienaeath) WmeBwaYnette )ae0tortacmr�ta►�pwpatyko�dat tJ �liB106St1�6lt r lWiWShOmt,Fl.bp�ydmaBedea Ph" wellwitshvow HERNANDE SUSANN & JOEL RUM Ft0b M Loft**AdAus Pu Ift t.op& 186HE 1488ft 112138009QM0 385241A848 41 DUNNING MkM SHORES EXNO6 RIII8r11R Sh4198, FL 337.x& LOT 1 SIX209LO SSE WOOX 124OR 18773+M 0819991 COO 247454123 CS 2= i 2. TeefNaMnpmwsigoaaodMelWotr: VEOkttlQtl . COdr+�► � Book265751Page3783 CFN#20080768775 Page 1 of 3 sm 3 )Ktn. ao bt &aSMtagm.daew..tp ny po" 09 adaabaorw, apmaonodnnwat pdaponrts»uapa�aaapr,b.dm.tamr« a aoitea aaasoa�am .w�tlaeaaw.�.rmb��re�wn.b�w.romt agbatpblttftd0l,a Wf» bertrM, b. trawarat lewstotadaasaq,aaw,owutarMm,eq, 4awb be ow"041aaeaal to* aas.m tpo�P«a4 mmV;bf*VWMI �a7Mmni«.rVWq�D«NGp - kgp~bo.Mwp w a.b a wnmo aa+�..� ea$ mce Aso�aamrcasr�musNr S,gmdbMtbatoo dbt�6r,palaptpteo,t.daoaMa,W. 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NsCad SZtWJ2006 Ndeox7 GtU A�52 CA06.160iq,TeQ R�patriAnbtlt 47111!200, pw 1 ot2 a Book26575 /Page3788 CFN #20080768777 Page 9 of 2 a � raps taueea r�av>a �on t�taenoasmea am,e.�rayaega�ana,, � �a �o. naa�o�ya�, �ce�rr�, eae,�«,.�a�yebca�cce�a�aa�eWaw� tq concha" of LM W �neauoveee�e,aaaieIMnwoaamataom a✓ ue�vt�eeonaa�e. earai t�)au,e�eemsnce�va�sencoasaoe � ee�ewsmeoiyew .a�,aaoo�aea,ier�cy.�aaemwao�m TRAWANDCONSTM rraxoMrsTHROUMMUrYARD. REMEDY•REMOVE'TNASHAAO CONSTRUMMOSM WAVXMIWrYAWAhVDW M UfPROPMXY.Atowwomm (j} MUNOTODascr. .NW U) W %04 ML �M �� GN ��n� , yy�a» t. va�coa. ueo�an�mr�e nawae�.me�eaoaac�socareaa�e uowmon AsaaOal abo+ s. eaarbeiant �71 0117A0T. a�+ n�e�es�, u�a�os�a�,�cew�,n�.�as�,a�m,a�, ea►ow«a�e �„meaaoo� J �piutAesadDelaidatA(rya9nsa titl.OG lhawtta. RmfieS m dere teea SS6AOsheMbehapomd. ine bwdm Hreiirat�ea Caf tNlomauertr� Ngpedfm bytM t bds�Depabnee�tddelenaNewtbtlbr4ev ldn9q+lras been bievK/RLIlptgeg�laepe, Atepeet ►ie�etlen. toMavee. eE�N roaNirtatbnne�M Sab Nap EartacEed daP de6e. s. �c« aseecoyyaareora�mgeereoaaaebearoa++ �eecarasar�wdoaaecom�r .�aaaeaebeon�ane�noacewmn s esas�naw�a.. a .w�ea.00nnr�n.araa�erawtet»wda� e�aa..ecu�anaeawr, e+nrae�eraR�a�atvaa�a oaamx t� aaet �s pat ao�xs br ass �o4m corn. �+ ' -a ra.. o.wb aAeerooeaao RopmtRf "hum aeirozotz Book265751Page3789 GFN#20080768777 Page 2 of 2 1 GENOVESE NPLOVE & Richard sarafan BAT STA Direct Line: (305) 349 -2318 PA Email: rsarafan@gib- law.com Attorneys at Law March 12, 2009 Via U.S. Mail Norm Bruhn, Building Official Miami Shores Village 10050 NE 2nd Avenue Miami Shores, FL 33138 Re: 186 NE 108' Sheet, Miami Shores, Florida Dear Norm: As you requested, enclosed please find a Title Search/Ownership and Encumbrance Report for the above referenced property which I understand is currently the subject of potential unsafe structures proceedings. As reflected in the Title Report, the owner of record is Dueutsche Bank National Trust Company as Trustee under the Pooling and Servicing Agreement Series Index 2006 - AR41. A copy of the deed in favor of that Trustee is included in the Title Report. The report reflects no mortgage holders and the only liens disclosed in the report appear to be held by Miami Shores Village. Thanks. I hope this is helpful to you. If you require any additional information or assistance, please let me know. Very truly yours, Richard Sarafan RS /dr Enclosure 7718 -001/ #241 Bank of America Tower • 100 Southeast Second Street, 44th Floor • Miami, Florida 33131 • Telephone: 305.3492300 • Facsimile 305.3492310 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795 -2204 Fax: (305)756 -8972 I Caj dow * M Inspection Number: INSP- 134536 Permit Number: PL-1 -10 -35 Scheduled Inspection Date: February 17, 2010 Permit Type: Plumbing - Residential Inspector: Hernandez, Rafael Inspection Type: Final Owner: LEVINSON, GARY Work Classification: Septic Job Address: 186 NE 108 Street Miami Shores, FL 33161- Phone Number Parcel Number 1121360090010 Project: <NONE> Contractor: DEL MAR PLUMBING Phone: (305)271 -2800 Building Department Comments n. ?b, Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 134081. CREATED AS ly REINSPECTION FOR INSP- 132954. hrs approval in file need to repair sewer Failed 4 Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 16, 2010 For Inspections please call: (305)762 -4949 Page 17 of 28 d igs2vz`. aY3 P t W Miami Shores Village' RVI 10050 N.E. 2nd Avenue , f Miami Shores, FL 33138 - 00003 Phone: (305)795- 2204��" Expiration: 0711 V201 0 °1 Project Address Parcel Number Applicant 186 108 Street 1121360090010 WHORES LLC Miami Shores, FL 33161- Block: Lot: Owner information Address Phone Cell MSHORES LLC 1451 OCEAN Drive (305)984 -1099 MIAMI BEACH FL 33139 - Contractor(s) Phone Cell Phone Valuation: $ 3,500.00 DEL MAR PLUMBING (305)271-2800 p_ Total Sq Feet: 0 Type of Work: NEW SEPTIC AND DRAINFIELD For Inspections please call: Type of Piping: PLUMBING (305)762 -4949 Additional Info: Available Inspections: Bond Return : Inspection Type: Classification: Residential HRS Approval Abandonment Final Rough Landscaping Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $ PL -1 -10 -36780 $ 359.40 $ 50.00 Education Surcharge $0.80 1 r F~ Permit Fee - Additions/Alterations $350.00 PL - - - 36780 $ 359.40 $ 359.40 $ 0.00 Scanning Fee $3.00 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $3.20 Total: $359.40 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 21, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy January 21, 2010 1 Miami Shores Village Building Department JAN 0 S RECD 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 No. PERMIT APPLICATION Master Permit No. " �Vll FBC 20 Permit Type: PLUMBING Owner's Name (Fee Simple Titleholder) c 11 5 / " Phone # Owner's Address / Al 9' d l� �-y City e'Yf , � i p S A �+ cat' State /. Zip Tenant/Lessee Name Phone # Email Job Address (where the work is being done) Al /O y �, City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # _�� 21 00/0 Is Building Historically Designated YES NO Flood Zone Contractor's Company Name be( ,M A a P Phone # 3 cri 2-1 2 c4 C2 Contractor's Address ' `1 �' 3 S a;J 1 // cl e City 2tl State Zip Qualifier Name 6 r'te ytt et-/ i• �� ( d A Phone # 7 e (� �7 State Certificate or Registration No. Certificate of Competency No. Contact Phone Z ca , Z - j " L� ,, E -mail Architect /Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration QNew ❑ Repair /Replace ❑ Demolition Describe Work: A i3 ,� c7�c:.✓ S'�% i�1avl� ° N5 j� / %� , is �' Submittal Fee $ Permit Fee $ CCF $ O(' 4 CO /CC $ Notary $ Training /Education Fee $ Technology Fee $ 5 Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: //��;;� Structural Review. $ Total Fee Now Due $ �.40 See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address v v G City State t � _ 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 inspection fee will be charged. g � -- ,f Si nature " r?S a�� �'C Signature .C. �. Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me r this� day oi t - , 20 1 �-, by + �. int c day of 111 UL] —, 20 10 , by �7n (fOV) who is personally known tome or who has produced � -1Tj 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. ���N t 1U d 111t1l�i NOTARY PUBLIC: *� °'�"t, al y`'� NOTARY PUBLIC 2t PkY P8 c C AROL PEREZ o ,.., ,, S�;t =`' MY COMMISSION # DD 519672 EXPIRES: February 15,2#10 Sign: — t— ` 11� # ' Bonded Thru Budget Notary Services r' „ �— # \ = Sign: e �� Print: Print: My Commission Expires °��� sa�� 2i��` My Commission Expires: -il 15� 10 E a IS `�s j����✓ >' t i t n t ts��� ������ P AP ROVED Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) , p t p M'i t "g u 4 s y h c S ., �S t T iz. �, 1a. nt"1tis'� t ti. kza fit 1 a�:'�4S r 1'� Y.h� a �' � S� d f ' 1't� ti i {4,1 St a c L �y �UU e al i s t 4 t 4 } DO NOT FORWARD DEL MAR PLUMBING INC GERMAN E ROLIIAN PRESIII£N1' 5463 SW 92 AVE MIAMI FL 33165 f - SEE OTHER SIDE I JAN- 07-2010 THU 04:49 PM IMN FAX No. 3052481000 P.001 /001 DATE (UMMOM) CERWICATE OF UABILRY INSURANCE 01/07/10 PR019tI4M Ine nM* MWMV NOW* T}t8 CERTIFICATE W IGSUED AS A MATTER OF IWOWMTIBM N. Itr�ne Avenaa ONLY AND C NO 1014TB Uri THE ATE THIS 09WIFICATE DOW NOT A4MEW. UUND OR Hwmmtmd, IrL. 33M Phone (306';<248- m Fall (3 W48 -IOW MMM AFFORDING COVERAGE NAIC # ternlnola CasuaXY InsuramA Co. muRm Del Mar Plumbing, Inc % A Ascendant Insurance Ca INSURER 8W 92nd Avenue Miami, FL 3316& MURERM- WRER a: GOVOAM SURER F. THU PCUCM OF N W RAPNCK Ld"D HAVV BEEN MJSD TO TIN WURED NAMED ABOVE FOR THE POLICY PERKtD INDICATW. N01W"W ANY RMARENENT. TERM OR OONornoN OF ANY CONTRACT OR OTHER p WMENT MTM RESPECT TO WHOM TM CWF=Tt MAY IE MUM OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEWN la SULIEM TO ALL THR TMO, NS AND CONWIONaS CF SUCH ' t$ATE MWKWK NIM R5DUCW SY PAID CLAM. WW A®DL TIM OF POLICY FOUCY F{S.IGY Lmm E11CHOt Uflpk6N l3 _ 1, 000 1 000 UMEWTORENTW ' SCL-f� =8W4 19117108 '11117110 F.I# - , CIO CLAIM MPIaE 0 OCCUR mw Wwwoopffmo 6, 0W A ❑ ❑ PMOONAL &ADV INJUR Y 1000 000 ® 08MM AGGREQA 1,000 004 t3LN'LAGGR LIMIT APPLIES PER A06 1,000,000 p POLICY 0 PROJECT O 1.00 AUTOM001IJ LIABILITY COMBINED SINGLELMT D ANrAUTo (Em ammme ALL CANNED AUTOS emY INJURY ® 0 MWAVM N NCI AUTOS Y INJURY PROPERTY DAMAGE AWO .Y EAA Ct:IDENT ❑ p ANY AUTO Tam 2AA0 p AUTQ 00%¢ AM vzxwxmxpmAA U01LM EACH O OOURREN CE Cl 0 cDCuR p O AMs MADE r�T ❑ ow wmg Q R&TIENTION e RMPLAY WLIABILMY WC600213 08/23= 03/23190 N ` A pRwm t PAP4TPi m tEl=uyw A E.La 13 t ACCfDENr 100 L?.L DISEM - EA.OYEE 100 000 Nye, Ur' LpEmpowsmamm E! =PO(,Yi,'i 600 000 C1N GPER1# t LaGATt / NB Blf ! AIS CERTIFWATE RQUOR CANCM.LATION affmam mmOPTtffi Ku= W THE 13U1T6 A TtIE I i TO MAIL. Miami Shores Village 10 cIAY* AF=C§Ta TB TO 10080 NE 2nd Avenue To 1 Miami Shores, FL 33138 op AUTHOWW 1001WFA ACORD 26 (MT1 OF 1 01 -07 -2010 16:38 DEL MAR PLUMBING 3052534003 PAGE1 I �� i .. 'd ACS 112 4. ...✓ ,.�.r, c f. 'r 3• t < .�7.>x �,� ...: � - � . R 1 Y . Q so�LATIO a SEW LOO 609OQ�9$ Vlt +�U Y :. �'��1nder �� .p�dv°�: tons. cif :.Cha ��r ; z�3• ,�'S�t � ~..�..• i�xp3.rat.on dates AUQ J ` �1Jt11iIi'$i7 / y f `� rJ 'ASR. ` t r •.+... I�'II� 7�9if'S4'3��n •,t•` .'A`'(�"�! rl r : '+�l :, r • ors DRAGO +I r - XT SE { EQUIREb BY LAW ,. �.. -Its ou ��� '`�� 3��'.'" � ` �t �,�� �a ° �+ � t i �`� ,� � �"%� 7 �i�`! z t s � �S 3 � � ����� ��n^.z � ✓ "�/. � � 7 P� °,.ta¢ �. �+�- •i� , cs�l�y �es.�,,�. :��as ai � f.t'� .�a, � a"a.�"'»i3. S$.'FS+,� w5�.3 �" �,.•Y� M 5 r� Y ��� • ����� 33�'� `t z. 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N •3' m .z F,. :�w~� , rr s a �'. �f.r""� °�.tr'�`�,: � � Y � �� �'.��" ,+��- F le` z ,��.>�' �, ��i. �' x, . < 5a• �.'�.�`�i�s` ' �.r�s'^* s a{ ; c �E� t° "�.� ^2 t t 4�" � , -.<,i p '�',��,�"��� ��� �f� � t - a. �- - '' �� g °'",� .ara�`_:. ,"'`.' �''. '`��k� �.� s f:•. s 5 Y x T� ae� .� ern y , +•�, n �v a � G s.. - 7 ' � '`��'.` a � , � s .,k q� , h. w r ." i Y a 3 �, �� �} .,�"` -Y y, ' -' T s a a �� . �„ y , �.• q , .fir 5�.�� &. r• C :� . t .", , ?�� `�. .'3g'} `UF �. �� �3g. � a 1 3? `� ., ,� .ds` g ,�; �� f � � � u s e'; ..:? . c a n � '� '.� fi:a.�.�, ca' 'a � r,+ F w ,�t''�s' a<"t�'; - �,�t_.t^ ���5, .�-. Miami-Shores Village B�ildin Department g JA 0 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 'el: (305) 795.2204 Fax: (305) 756.8972 ---- INSPECTION'S PHONE NUMBER: (305) 762.4949 .. BUILDING Permit No. MC.\ PERMIT APPLICATION Master Permit No. " F mi BC 20 Permit Type: MECHANICAL Owner's Name (Fee Simple Titleholder) M Arms t i,& Phone # 3C6 t l• 112 Owner's Address 18l6 / City (S�� State Zip Tenant/L,essee Name Phone # Email Job Address (where the work is being done) lyr- /0 ST City Miami Shores Village County Miami -Dade Zip FOLIO ! PARCEL # Is Building Historically Designated YES NO V Flood Zone NJ 0 . Contractor's Company Name J i , J}_ Phone # e 5�Z Z , S'b s�� Contractor's Address SW 3OL A lj r City, 1�01tr tftVG42� State s Zip Qualifier Name boti ft/o 0(% � JZ'� Phone # State Certificate or Registration No. Certificate of Competency No. Contact Phone E -mail Architect/Engineer's Nam p cable) Phone # — 1 / j Value of Work For this' Square / Linear Footage Of Work: Type of Work: Addition [irAlte' ration EINew [? ❑ Demolition Describe Work-' ] Q fdl 1.S77i6 (/M /T' &C f A16 PM S77M 6 ()UCT- GJo K l#ivn DO Pva VIW 'Fbe- ?- Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Notary $ Training/Education Fee $ �Q �_ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: � Structural Review. $ Total Fee Now Due $ 1 4 0 1 10 See Revers side -� 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 j 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 $2500, the applicant must I promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachme lso, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which oc s even (1) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approv a a reinAwchonfee will be charged. Signature V! > he uf— Signature L V15 wn ��A,gent Contractor The foregoing instrument was ac-- -- wledged before me this The foregoing instruum� ent was acknow edged before me this C7 day. o �, by �bV irl,� , day of ` f'v�'G Q \� , b Afr�Z>D FZt�. - Z , who is personally known to me or who has produced ,I�� who ° personally known to or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLI 0 ��uurnr►y NOTARY PUBLIC: Sign: `fir : �' ° w� =� °' ' Si Print: "� = Print: V = �ItMANDO GGNZALFZ My Commission Expires: `' < ° • �- "'* .� My Co s wp ,�,bh WSS1oN # DDr3raa •• .,] .. sz ••• �'Q!\``�a IBXPUM: November 25, 2011 OF 14&IlF3NIQrARY. Ft. NAwDboonat Asset. Co. s Ykk3: k3r�Y��Ykk9s9F3 .�Y:Y�Y�Y:Oat�Yik�Y k3e :k$�Y�Yde3e sY�Y3e *k 4ek�9F �k�Y k�F4: 9e�Y��Y9e�Yae4r9rk�ea9rkk9c�` c4r3: ��esF9e�Y�fr: ksY: YdnkB :Ykde3e�k�k�Fk3ck3:�3e�Yk�c�k APPROVED B Y Plans Examiner i Zoning Engineer Clerk checked (Revised 07 /10 /07XRevised I II Miami Shores Village 10050 N.E. 2nd Avenuela�a�x Miami Shores, FL 3313 8-0000 4Dr " Phone: (305)795 -2204 Perrtts�. r Expiration: 0711212M Project Address Parcel Numbe,° Applican t 186 108 Street 11213tat� ®9010 Miami Shores, FL 33161- iock: _O 7 LLC ate ;�� ��� r3 r, max, E'er °. �'� : ssta r � ��.�, • v Owner Information Address Phone Cell MSHCRES LLC 1451 OCEAN Drive (305)9134 -1099 MIAMI BEACH FL 33139 - Contractor(s) Phone Cell P hone Valuation, $ 2, 900.00 JACK FROST A/C, INC Total S 1 Feet: 0 Tons: For Inspections please call: Additior+.ai Info: a/c replacement (305)762 -4949 Classification: Residential Available Inspections: Approved: In Review �� I Type: Comments: Date Approved:: In Review N Final Date Denied: Type of WorK: y , Fees Due Amount Invoice # InvoicL '1 otaV Amt Paid Amt Due CCF $ MC- 140 -36762 Education Surcharge $0.60 $9 Permit Fee - Additions/Alterations $140.00 147 30 $147.80 $0.00 Scanning Fee $3.00 Technology Fae $2.40 Patel: $147.80 ;I Bull Ing Department Cop t..J a r_.� W ��-y FR t-a .dam. Februa 23, 2010 — - - -- — _ —' 2 Feb 04 2010 7: 16PM HP FHX P. 1 o r II� Tat Mtami Shores Mhooftildinp Dept Fromi Dn Fazm 305- 766-@872 Poses; $ Phom oatm 214110 no am 0 Uri 0 For Review 0 Pima Cotnnnan! 0 Plato! Reply 234 S.W. 30M STREET FO LAUDERDALE, FL 33315 PHONES (954) 322 - 5009 FAXs (934) 322 -1342 � ` r V `a r r f�. �. �.' �� , �1' "Q t" �ti�i'�'t �' k � �'� f Ii t/s �i -�Y+. J Z r +�',1� ��y� S,o wj' R��'i ON s a 4 a 't �� 1 ,f"� — � 7 s a4r� � H� 1 ,,� � .x }r ��„� -y �� Y" �{. � � t `����71 v Y� � o- }i m�t.�,n a � • ✓4 � r.�'y r _ , fit M 7�� r cG ^9 ti3N �sr + v�. rra Y ff yA �. t l° x � ,. ; F , �t'��"tl`r{^'Fr1 sN .� �lni]�.� � !�{V� � � s �� i ls''4ti�: ���+�s lk} :1" .LMt- c,lrj"- s i 'h 1 r �1 '� !� t� 'NM j�� r�l w� •3 ; � '.� �rti j , u+ 1 1��.a Ihi L t�� Jl > r •. z t �+�� i u y r�'' �� +�. AN �"'�) �y �➢s f � j i ' s 1� �a f r�".,Si`�����'����?�CK }� �,� } �' c 1 f7J li r fy'� "f . z? �}.�y, F�a •9 ga !U�r� � 5} n, • e y:l Feb 04 2010 7:17PM HP.LRSERJET FAX � P• STATE OF FLORIDA q OF Li1FUM96 AM PROFESSIONILL MCGULATIOK 1 4� �C►NR�EaSjCffiN8Z'NC� S<3ARD (850 ) 467-1395 T same FL 323990783 orm t3TDO�INLZZ aW ITS ST FORT LAUDSRDALS FL 33318 a ►nra�nduen AC* 383l3c C With this Down you become one of the nearly one million DRP1►R%W= OF 11=211T$$S AND Iri drams [tweed by the 0%wriment of 8uelneee and Pmfeeslonai Repletion. FRO!>tl88sONAL lltRt LATION Our p ftWomb and twetnaeses range from architecte to yacht biers. from borereto barbW A restaurants, and they keep Ra cWs eccrmmy *ang. CACLOL4342 06/30/08 07081333 Every/ day we work le bvWm the way we do bw1mem In order to Dena you bed. For Wmtd On atrout ova OWN=, pieaae log OntO weir tiwnee.0ertt. CIMTZFXZD AZR CORD COVER There yov can flrrd More lnf0rmpi n about o dWleione an the reguiatlore that RO»Y, DONALD ZMIN Impiecty9u.vubudbato deparbrmnt mrimksltera and loam nun $bout the a'lACR FROST AC ZNC Our neon of the Depar 0nent b: Wanes t f iclo+tly. Regulate Faldy. We constantly sblee to some you better so that you can serve your customers. I CERTUs>m mm"s Us essrasums of ab. a9 9 Thank you for doing b us iness in Florida, and Congratulations an your new peensel wrest m saw, AVG 31, 2010 hO90 53010507 DETACH HERE Am 3833329 STATE OF FLORIDA o �g >dRPA1tx �'Sg'aU RYRLICB��I�LH�IARD -TION SEW606091 r 061 30120 011 072513113 i The class l3 AYR COMZTION'XNG Nassed below 18 C32MRTZ ZRD under the provLeions of Cbmpt ek W. vs. Explratian date: AUA 31, $010 �. • r ,, . M MNZY A CC 2 MIN 3�TH STRSST FORT LAUDERDALE FL 33315 Feb 04 2010 7:17PM HP HSERJET FRX P•6 Feb 94 2918 34 :10 *7 iB 51 -> TAW and Far Pam 895 JLn A CERTIFICATE OF LIABILITY INSURANCE U01110 02 - 2010 An LwR THIS CEFMFI ATTE 16 1131111,110 A8 A MATTER OF INFORDMATION AUTOMATIC DATA PROCESSING INS AGCY ONLY AND C�NRERB NO RIGNTIR UPON THE CERTIFICATE MOLDER. TH18 CSi1Y1PIG Te OOEB NOT AMEND, EXTEND bit 230717 P t (877} 287 -1316 F: (8881 443 -6,112 s THE COVERAGE A R BY TK POUCA w, 80 80X 33015 SAN AN IO 14 78263 INIUREReAFFORDINO COVERAGE NOWN WeLPIN&IN Citv Firm = 6 Co JACK FROST A /C. INC. M OURM �, 234 8W 30TH ST a , su ,�„� F T LL 7L COVERAGES r mawmmus AW "IRIINDI P. Talon ON 00ON OR ANY C ONTRACT 00 o WIM WGU EMT WITH RIBPICT TO WH IGN r11I O1RTR�IWATi MAY u 11101 OR MAY AIN. TM! INEAIPIWCQ DED 8Y TMi PoLICtEi oE�PM O MOWN 16 gUINECT TC ALL THE TWIN111. IxCL{/lnaAe AND GON01TiQNi OF VAN POUCIM. A901IMTE OMIT! SHOWN MAY MAUI /a1N R1D ev %Y PAID CLAIMS. PPAI o 111ai�► amt tALMN UqYNAUMU ■ACtI D c � • D LIADIthY I� i4DAMAt!lI�•Y•Me,4 CLAW MADI 0 OCCUR M ? iltP UM wn v�l punuA i ADV IN AM • GIAWAL AGNICArl DJINt Aaw T LIMB .I Pow. fin, • A • TDUeY f I Lam M►ro�1aDI1►uA�Pr A" A UTO I bM �� LtMR • ALL OWNLD Aumi �y KWIDULM AVIDO I� wl•oN 1 MN9 AUT98 �Dqv I�y{p�T N0014N RD AUM IP•t •CCDliID • AWD ONLY • 1A AR MINT • AIrT AUTO �� VA AUTD ONLY: Aab • lfiR�t�l/KIIY AfdIDDDLiIREN i • OCCME CLAIM #MAD! ItGOATt eEDUCrIru • gCTCfltl�l • • AI�t CQMRflIAIA NDM,IA@ A i '� i0 f1 76 WEG LS1693 11/18/09 09/15/16 0 00 i L. D»w • iA elno+sa 100,00 o.tw i • KLICY LIMI 0 0 a(DO.f/TAIV iil= bz:; nww 'rose usual to the Iasvlred /s operations. Sir" CANCRUATION SHOLI ANY OF TNEMOUI D MIe 11D rouGM 91 am Irani THE NPMATION DATI TMINVR TMI ISSUINO INSU N WILL INDiAVOR TO MAIL DAY8 WRITTEN NOTICE 110 DAVIS FOR NON PAVAt1NT1 TO THE CINTINCATQ Miami 8horee Village H0 6DI R NAMW TO THE LIFT. DUT FAILURE TO DO 80 ON" IMP011 NO 1005 0 NB 2ND AVE OWTION OR LAASIL1IY OP ANY KIND UPON THE INSURER. R1 AGINTi OR QISMINTATIYE3, MIAMI SHORTS, FL 33138 DtIKA ACORD 26.9 M97 a AMID C ORPORATION I Feb 04 2010 7:17PM HP RSERJET FRX p.5 uaiu4ie 17 : 84 Feud 994771P _ . Pal Insurance � CERTIFICATE OF LIABILITY INSURANCE 2 3)20 11 (956)7 - 19 BAx: (954)7 A NATTM OP I NFORMA TIC The 8'"a ay Znmurwmm Group, LLC ONLY Nt9 RIOFI� Urm TFE GEFtTIPICATB 5353 N. fledwal N 0210 MOLDER 7108 OEtTW"To CUES NOT AM1611ID Ex7ENb OR '7 d OR P 51LOW. rest Lau"r"ie FL 33308 INSURWAFFORDWOCOWUGE NAIL• MU'sa1 Dom3rii'eri " = 1l sivam►e� Co: �� s'&ak next Air Conationtag, Ina. ult�atll .. .- 234 SW 30trb street sa1l�++c� Fort Lauftw sin, F1aulds 33315 Q "' dS THE POLICIES OF WW"CQ DLOW "M URN 14=110 t0 THE DIMMED NWEO ABOVE FOR THE POLICY PERIOD SWICATED. OWFOO MiTANOINIs ANY REOU1AE11dW, TEW4 OR ITMN OF ANY CONTRACT OR OTHER DOCUMENT VUTH RffaPW TO Vili9CN TMIS CER WATE MAV gEE UOR MAY PERTAIN THe �IZOJR/4NCEAPfOROTOp 6V [ Hr clam I m H61181N 10 NIwwr TO ALL THG lms"kW ExcLUBIONB AND clomDiTi PC U . A!>i�iRlOAT! LW7B *WWN MAY HAVE SEEN nmucEO 8Y PAIO CLAIMS. 1 .. —. ucy MEN= IMgE •arN1ILLU +r m r i,,000,C arstelCMtO LIArUIYY 40 0 , 0 0 A - I I afte MwC L&I amun 12000 805751 312/2010 2 /2/2011 std QAa eo p ffl" .• 10 IPMSML Ilk OW IN&W • 180 00 z,- ¢o.00q AGNIGATE Lsm mm" PrA P?t00YCTl. ca A>m • 0DD !Q P L012 A UTa1gsLEU42LOV 8 AWAVID 001 1 T ALL QVNip A4Td$ BMW 110jum ► s OcllvvV 0 A MII Ire Pomp "MADAUTOi NCN•OVa m AUT08 ODDAT I ! -H OARA� u>•im" AUTO a T� EJ1 A�' pt 0 ANV AYTO d N A mm S AWQ r, A s - lAllAt6p Wlfr.{YH M 0t3CUt1 1 G vw MAN AW r•D1aTlEli � . Kila r®i11sATif,N1 AN9 ps�LRfl1� WiryBryIUT�t CWFW pP N � Q��CLIl�D1 C,L L'I�NACC}D ! _ p� In NN, .L 018"U • G 11 4 u e t tllM+iB . *ttsln O�S'fi. lT4M OOOptNNTl�lrfLpL AT�N /YIIYI'rLCi l li�.YrlQatlAQDrb rrBlNTfa►MI wLORp��Nr wwrarlebts is saject to :bo twom, a0mu"oAa. a owelvttimo air t" 001iq. . GERMIC M01. ION (305) 756 -9972 OI �YLOatiM► OPtnesslNrrP0L11Pltsl0rut0eLL0D00P�efleOU�p11 ►T► Miaad. Bhoxam Villa" PATE TNBM10. THE MUNO WAV11i11 WALL UWANA TO VIUL 1 Q •ATa wlarra+ 10080 Northemut 2bd Avenue To UK BUT fAIWOaT000BOW" Muni 41lumes , rL 33138 mmu 0 axwom an LANKM Of Aar on W" Iltitlf4 ITPI "a" Op gd«ara BzOwe /JN -- ACORD !S r= I w 1a00-tM AGO W CORPORATION. All 0q redound. 40 °°° 11 TM ACORb som and loo *tare roght"Isd e1WM of ^CORD Feb 04 2010 7:16PM HP,RSERJET FRX P• . z Ois e " } OONAiPLBC MiHIE�p • "I lawaL cam s �ErA1plAl TU 77 � Oi ��/ ' �"'� `1 Oo r 4e i Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 132818 Permit Number: MC -1 -10-30 Scheduled Inspection Date: May 18, 2010 Permit Type: Mechanical - Residential Inspector: Perez, JanPierre Inspection Type: Final Owner: LEVINSON, GARY Work Classification: A/C Replacement Job Address: 186 NE 108 Street Miami Shores, FL 33161 - Phone Number Parcel Number 1121360090010 Project: <NONE> Contractor: JACK FROST A/C, 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. May 17, 2010 For Inspections please call: (305)762 -4949 Page 3 of 18 , Miami Shores Village r -� 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 r Expiration: 0711 ?J2010 Project Address Parcel Number Applicant 186 108 Street 1121360090010 MSHORES LLC Miami Shores, FL 33161- Block: Lot: Owner Information Address Phone Cell MSHORES LLC 1451 OCEAN Drive (305)984 -1099 MIAMI BEACH FL 33139 - Contractor(s) Phone Cell Phone Valuation: $ 6,3 00.00 ALWAYS ON ELECTRIC (954)753 -8383 _:,:. _.... _...... _._._._ __.._. Total Sq Feet: 0 { Type of Work: ELECTRICAL For Inspections please call: Additional Info: GARAGE CONVERSION & INT. REMODEL (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Final Meter Box Alteration Relocation Fire Alarm Service Change Underground W. W. Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $4.20 EL -1 -10 -36763 $ 234.70 $ 234.70 $ 0.00 Education Surcharge $1.40 Permit Fee - Additions/Alterations $220.50 Check #: 122 Scanning Fee $3.00 Technology Fee $5.60 Total: $234.70 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. February 02, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy February 02, 2010 1 Miami Shores Village Building Department JAN 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 t BUILDING Permit No. flU 0 PERMIT APPLICATION Master Permit N4 2, C- 16 O - 1 09`7 FBC 20 Permit Type: ELECTRICAL Owner's Name (Fee Simple Titleholder) Phone # _q 0 S_ ° 1 763 L/ • 0 C7 Owner's Address 1 L� `� & yc. for 57` City ft 1 I'1L' "11S State pil Zip Tenant/Lessee Name Phone # 30' ` q04- f o q Email Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone NO Contractor's Company Name '^I S oti 6 ir; l e Phone # S - T5 - 3 ? j Contractor's Address City ;j L & Jj N t `� State Zip �i 7 �'� Qualifier Name [2 64fil1S 0124 L� Phone # State Certificate or Registration No. Certificate of Competency No. C&' E, 0,c305 Contact Phone T a� " /_ C > 7j I­ 1 7 E -mail Architect /Engineer's Name (if applicable) Phone # �1 Value of Work For this Permit $ L—; Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair /Replace ❑ Demolition Describe Work: 1zrw-;JA1 O ( /�r7NG �"uf3�d�►�7:E. ¢' t� -C�fr N`✓ - !e Submittal Fee $ Permit Fee CCF $ q• CO /CC $ Notary $ Training /Education Fee $ 1. Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 9 54'10 See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address 1 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 n ) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved a a re spection fee will be charged. Signature �,n I / g �S�alrJ. L4 Signature ( l caner or Agent Contractor 4 iv The foregoing instrument was acknowledged before me this The fore oing instrument was acknowledged before me this day o , 20tL) by LAS & IJiWk j day of sL� 7 /; ,; 2E3Es +� by i/ � who is personally known to me or who has produce who is perso ally known to m or o has produced As identification and hRQ /take an oath. a and who did take an oath. NOTARY PUBLIC: ���`��, NOTARY PUBLIC: Sign: Sign: a— N 1: Print: ®y Print: Commission E x p ires: '�''. / Q �+� .�� AR1v1AND0 G M y My Commissio �S:MY COMMISSION # DD736469 OF 1-49W000-NOTARY -49W000-NOTARY R. kkk kkkkk** kkkkk kkkk* kkkkkkkkkkkkk : kkkk *�': ki�kkkkkk�:kkkkkk APPROVED BY . �'� b ' Plans,Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) Jan 26 10 10 :23a Always On Electric, Inc. 954- 753 -8386 r p.l 47 CoroAvefion Trades Quarft Board i BUSINESS CERTIFICATE OF COMPETEiNCY E 08EO00572 ALWAYS ON ELECTRIC INC ' D.B.A.:.. _ °` ~: DENNIS S is certified under the mremnrai ' eae.wntram+v«reesr.�aa�#fr;knr. i• provisions of Chapter 10 of M3atni- f)t3de Couttfy .i r 08 -05 -2009 ALEX SINK STATE OF FLORIDA CHIEF FINAiKCIALOFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATiON LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the Individual listed below has " elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 08105/2009 EXPIRATION DATE: 0810512011 PERSON BRiLL DENNIS S FEIN: 202324182 BUSINESS NAME AND ADDRESS: ALWAYS ON ELECTRIC INC P 0 BOX 80138 CORAL SPRINGS FL 33095 SCOPES O!- BUSINESS OR TRADE: 1- CERTIFIED ELECTRICAL CONTRALTO iMPONTAMTb Personal to Chapter 440 . 05114), F.S., an officer of a corporation who elects exemption from this chapter by filing s certificate of election, under this section may not recover benefits or compensation Under this chapter. Pursuant to Chapter 440,051121. F.S., Certificates of election to be exempt... apply only witbiU the scope of the business or trade listed on the notice of election to be exempt Pursuant to Chapter 440.05113). F.S., Helices of election to be exempt and certificates of eledinn to be exempt shall be subject to revocation if, at any time after the filing of the notice or ibs issuance of the ctnlificata, the person named on the notice or certificate no longer meets the requirements of this section for issuance Of a certlllcals.. The department sbalt revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of ibis section. )WC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 O.UESTIONS? (850) 413 - 1609 ACiI` STAVE OF FLORIDA.. :DEPARTT' C3F P12COFESSONAL - REG=I)v,A• ELT;.CTRI'CA1 'C4N' RACTORS' ":'I.ICENStNG :13Q.Z1RD TION. _' SEW L080.828028%i2 - .... •. _ n a ' LICENSE NBR " 08 28/2008 10 8805760. _'.ER130.13296. The ELECTRICAL CONTRACT(3R _ Named below HAS REGISTERED Under the Pro'v'isions of**- Chapter 4.89 FS.. Expiration date: AUG 31, 2010` .(INDIVIDUAL MUST MEET ALL LOCAL -L LICENSING REQUIREMENTS PAIQR TO CONTRACTING IN AREA,, BRILL., DENNIS S ALWAYS' ON ElCiECTRIC INC . 51.47 NW 121 .DRIVE CORAL SPRINGS FL 31076 Jan 26 10 10 :23a Always On Electric, Inc. 954 - 753 -83BG p.2 c CERTIFICATE OF LIABILITY INSURANCE OPID JR DATE IIM1DDlY" FROM ER RANCE ,�,y�,Y -1 01/26/10 THIS CERTIFICATE IS ISSUEDASA MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Insurance By Ken Brown, Inc. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR PO Box 948117 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Maitland FL 32794 -8117 Phone:321- 397 -3870 rax:321 -397 -3888 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A. Old Dominica Insurance Co 40231 INSLIRER 0: lways On Electric, Inc. INSURER C: Coma1 Sprsogs 33076 INSLF&R 0: MSURER E: COVERAGES THE POLICIES OF WSURAJCE LIMED BELOW FAVE BEEN ISSUED 70 THE INSURED NAMED ABOVE FOR THE POLICY PERIOD I97ICATEO. tjoTWTRiSTANOMG ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCLWNT WITH RESPECT TO WHICH THIS CERTIFICATE MkY Be ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS S(EIECT TO ALL THE TERMS. EXOL-USIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS MOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. "OR LTR TYPE OF INSURANCE POLICY NUMBER DATE ZllomNYYYI DATE (IWdIDDJYYYYI LIMITS GENERAL LIABILITY �+�C 111,000,000 A X COMMERCIAL GE7J R4LLWDILITY MPG6$999 03/14109 03/14/10 PREMISES EBotxta,e= *300,000 CLAI"S"ADE L== Gam MED ExP (Any wo parmn) $10,000 PERSOW & ADV IN,AIRY $ 1,000 , 000 GENERAL AGGREGATE $2,000,000 GENLAGGI�G4TELIMre APPLIES PER: PRODUCTS - COMP/Op Aso *2,000,000 POLICY 2& LOC AUTOMOBILE LIABILITY ANY ALJTO CORD SINGLE LIMIT iEaaeaderc} ALL OWAEDAlTOS SCHEDULED AUTOS BODILY IN,AIRY $ (Per person} HIRED AUTOS NON-CWNEDAUTOS EKMY INJURY i (Per secidont) PROPERTY DAMAGE (Pareoddent) $ GARAGE LMILRY ANYALITO AUTO ONLY - EAACCIDW $ FIk AC]C $ NAO RO Y ' AGG � EXCESS J UMBRELLA LIABILITY $ EACH OCCUR CLAIMS MALE ACGATE $ DEDUCTIVE RETENTION y E COW S $ AND EMPLOYERS' LABILITY Y t N TORY LIMITS ER AMY PROPRIETOPIPARTNEW9)(ECUTIVE a I 1 mE SE EXCLUDEW E.L. EACH AC CIDENT >6 Il yBS, d order F_L. DISEASE - F-A EMPLOYEE E SPECIAL 7 0PERATIONS1 OTHER E.L. DISEASE- POLICYLIIR $ OESCUTtON OF LO ATMNSI VEHIGL.ES 1 OCCLUSIONS ADDED BY ENDORSEMENT! SPWAL PROV141ONS fax 305 -756 -8972 CERTIFICATE HOLDER CANCELLATIO[It LDAT19-THEKOF, OF THE ABOVE DESCRIBED POWCIES BE CANCELLED BEFORE THE EXPIRATION MIAMI Sri OIF, THE ISRIINS INSURER VALL Ef�AVOR 70 NAIL 10 DAYS W RITTEN E CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL CL ty o f bti alni Sh OrpS SWAVON OR LABILITY OF ANY KM UPON THE INSURER; ITS AGENTS OR 10050 N -E. 2nd Avenue TIVES. Miami SbOrOS rL 33138 CP� ACORD 25 {20091011} 0 11908 2009 ACORD CORPORATION. AM Tights reserved. The ACORD narrw and logo are registered marks of ACORD Miami Shores Village 10050 N.E. 2nd Avenue���'� Miami Shores, FL 33138 -0004 Phone: (305)795 -2204 Y! Expiration. 0=1120 j� Project Address Parcel Number Applicant 186 108 Street 1121360090010 MSHORES LLC Miami Shores, FL 33161- Block: Lot: Owner Information Address Phone Cell WHORES LLC 1451 OCEAN Drive (305)984 -1099 MIAMI BEACH FL 33139 - Contractor(s) Phone Cell Phone Valuation: $ 3,000.00 ALL STATE PLUMBING INC _ _....: Total: Sq Feet: 0 Type of Work: KITCHEN AND GARAGE BATHROOM For Inspections please call: Type of Piping: (305)762 -4949 Additional Info: Available Inspections: Bond Return: Inspection Type: Classification: Residential Top Out Re Pipe Main Drain Heater Water Service Final Water Main Lavatory Underground Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $1.80 PL -1 -10 -36764 $ 232.81 $ 232.81 $ 0,00 Education Surcharge $0.80 Permit Fee - Additions/Alterations $225.01 Check #: 122 Scanning Fee $3.00 Technology Fee $2.40 Total: $232.81 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 February 02, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy February 02, 2010 1 Miami Shores Village R E, Building Department JAN 0 7 u 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 No. PERMIT APPLICATION Master Permit No. IV46 FBC 20 0 q. I& - 7 Permit Type: PLUMBING �i Owner's Name (Fee Simple Titleholder) Yt ST1lJ►ul/J �� Phone # J 22 d g- .qn Lj - /af9 Owner's Address 1(✓ � � ( Iyt /0 9 5r City 641 S State r2 Zip Tenant/Lessee Name Phone # Email Job Address (where the work is being done) I ®�� I �� S City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO V11- Flood Zone /vim Contractor's Company Name I& j jy j j'l /_ Gi176 ° %NG //►�L Phone # y(,. Contractor's Address G /V y City r� /fj�1 /vim G State /��, Zip 3 1?L Qualifier Name 1 xev I&Ie j' Phone # State Certificate or Registration No. 6, S9" 2 Certificate of Competency No. Contact Phon E -mail Architect /Engineer's Name (if applicable) Phone # Value of Work For this Permit $ / 31 0 0 C) Square / Linear Footage Of Work: Type of Work: ❑Addition Alteration ❑N6-A ew El Repair/Replace F Demolition Describe Work: Ano /EAU �li�l M m j J AJAJ4Z_F 14ph*/" �lN 13 Cy 1 S17M 6 tlu . VY 16IAJ . Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Notary $ Training /Education Fee $ 0.00 Technology Fee $ 2 Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: n }� Structural Review. $ Total Fee Now Due $ 937. . v' See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address Al City State Zip Mortgage Lender's Name (if applicable) 60a.04S 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 s ) d s after the building permit is issued. In the absence of such posted notice, the inspection will not be approved a reinspec ' fee will be charged. Signature Jmy� Mfg dxq LLC Signature O er or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 Cb , by L.°2 �_ tj�/in13�� day of :C���✓� o , 20 01, by � "'� f0t?C r who is personally known to me or who has produced � l I who is ersonally known t me or who has produced As identificari�h"9 /dW take an oath. as identification and who did take an oath. NOTARY PUBL A �`a�SNOTARY PUBLIC: to co Sign: .v . ti Sign: Vii' Print: ' O �'� ^' y r Print: My Commission Expires: '� /i .�`� My Com SX� NoVO�N#�DD 20 i9 25, of R: No Discount Assoc. Co. i- a0Q- 7- NOrnxY �'Y APPR VE6 B Plans "lxaminer Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 132836 Permit Number: PL- 1 -10 -32 Scheduled Inspection Date: May 17, 2010 Permit Type: Plumbing - Residential Inspector: Hernandez, Rafael Inspection Type: Final Owner: LEVINSON, GARY Work Classification: Addition /Alteration Job Address: 186 NE 108 Street Miami Shores, FL 33161- Phone Number Parcel Number 112136009001 Project: <NONE> Contractor: ALL STATE PLUMBING INC Building Department Comments Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection a Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 14, 2010 For Inspections please call: (305)762 -4949 Page 7 of 32 s Miami Shores Village 1AUG Building Department 2 8 2009. 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 No 0440 OR- 14 � PERMIT APPLICATION Master Permit No. FBC 20 Permit Type BUILDING ROOFING Owner's Name (Fee Simple Titleholder) ft ,1J OR 9 A L �-�(� Phone # 2 VC1 Owner's Address � � � ce6 n v ¢ �, City dS r l e a StState �� f Zip C � Tenant/Lessee Name l� f Phone # Email °, ` A '' N. � y� Job Address (where the work is being done) 1.6(0 N 1 n - ST City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name l wQ�& laoyo t4os Phone # q5 ' aocx> ° 9 -7 Contractor's Address o N 0 v -- sc City K ( State VLI Zip S3 t 9 Qualifier Name ?)P AtS ®dC�'�, Phone # 6 1 = rA° 60 . 3W - 7 State Certificate or Registration No. C-�X k SO - 7090 Certificate of Competency No. , Contact Phone 154- 40 ° 3 17 E -mail C> MA �l C S COWA g _ A Architect/Engineer's Name (if applicable) ('-' On ye cf c r �A is l L Phone # Value of Work For this Permit $ ^ C)OO Square / Linear Foota Of Work: Type of Work: ❑Addition Alteration E]New Repair/Replace Demolition Describe Work: ' '"� " "�' `� "' - IYJ Submittal Fee$ Permit Fee $ ®� C CO /CC $ Notary $ ------- _ Training/Education Fee $ 0 Technology Fee $ Scanning $ P Radon $ DPBR $ Bond $ Double Fee $ Violation date: ® S Structural Review. $ Total Fee Now Due See Reverse side -� I 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 -- Signature Ownci ° r Agent es c 1 a � "5 Contractor The fore oin instrument was acknowled ed before e thus d� e g g g The foregoing instrument was acknowledged before me this 7 day of � � , by ( ("W I N S G day of 2ob�, by J � who is i�o�ly k nown to a or who has produced who 's personally known to a or who has produced As identification and who did take an oath. as identification and who did take an oath. I NOTARY PUBLIC: NOTARY PUBLIC: - �d Sign: Sign Print: Prin : A MAN 00 �fl ?.r�t'c✓� -Z My Commissi My Co G mm' a �v MY COMMISSION #DD936a69 M C O aSS ION # DD736469 ONZALEZ Nbvad�' 2S, 2011 MY CDg�IISS EXPIRES Dim A"M Co ^t EXPIRES: NovemUa 25, 201 • Nw,uyDieaamtAttae•, 4t�Y3c4c9t9tiF�a3: �k�Bnk �iY�ik'�P' i7.NWarY ,�3nY�4e koY9e* �k4c4e�tok4edede�Y4cak9nY�YiF9c9z9z4: 9r4tt�9esY�Y9e3 :4c�44e�de9e4ede9nk3nY4t 9tlkkzYBe9tie4e APPROVED BY Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) Miami Shores Village ��Jx ,E Building Dep artment SE 0 . 1 2009 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Y.-..t^ ------'......... -- INSPECTION'S PHONE NUMBER: (305).762.4949 1 BUILDING Permit No. ( 0 1 - wob PERMIT APPLICATION Master. Permit No. LLl_ 1 FBC 20 Permit Type: ELECTRICAL , y Owner's Name (Fee Simple Titleholder) ._A } . WC- _ Phone # $ - J9 4 . 10 Owner's Address J � ( o moo, ort� ` �n,A J F (d n-- City t� �tag"A k State P Zip : I Tenant/Lessee Name A Phone # Email 67 ry' fe L2 V c AS O r1 (L n C dLys T— Job Address (where the work is being done) _ k 5c. 10E� &T city Miami Shores Village County Miami =Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Floodd Zone Contractor's Company N e _ V ! Phone Contractor's Address (� City f State G Zip Qualifier Name 1 0 0 A t'3 l/ 1 Phone # ,1 State Certificate or Registration No. 9 d Certificate of Competency No. t ®0 V Z2 Contact Phone E -mail (;�Gi �gc (Tn�lp -�� ,� ����6cJ /fi.�►�7 Architect/Engineer's Name (if applicable) C4WID M0 V� 1J Phone # � - JS - 1 `�& Value of Work For this Permit $ 56. Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration [ ❑ Repair/Replace S Describe Work: wk fie ; �'��,, O O �/� ft 6;:-7 S'w f4 vw Submittal Fee $ Permit Fee CCF $ e CO /CC $ � Notary $ V Training/Education Fee $ 4 �� Technology Fee $ Scanning $ °®- Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ e t See Reverse side 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 MPROVEMENTS 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 rpust be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the abse ce of such posted notice, the inspection will not be approved and- inspection ee will be charged. Signature Signature 9 — d Owne Agent ILftli fd / P " Contractor The fore oin ins ent was a owledged b fore Wh tlu � 'The f 0' g m ment was ackno dged �befor a this day of 0� b ay o , 20 Mby n who `s personally known to me or who has oduced who is a sonally known to me or who has produced 94% � �',� identification and who did take an oath. * )L3 • �ification and who did take an oath. NO ARY PUB OTAR PUBLIC: � Sign: � ` `�� ��� Sign: Print: k Print: In My Commission Expires: �a ®�Q;�°'�"' °,£� {�� My Commission Expires: iY�Y: Y 0 �r�N 8 r�YFnYstr: Y kksY�r4c��Y3e9ek�r�Y3: k9eRr9e3e�Y9r3e�3ekdFeY�Y�Y�Y�F�Sr�Y9r3r�iBz�Y�Y�Y�F4cdedr &�YAr�3c�F�4�Ydc�Y�Yde�Y - iY 4 � �r,Y�k9r3r:Fdzs4�Y P hal /1 APPROVED BY 15 Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07XRevised 06/10/2009) r � Miami Shores Village r 10050 N.E. 2nd Avenue ' Miami Shores, FL 33138-0000 Y Phone: (305)795 -2204 Expiration: 010112 Project Address Parcel Number Applicant 186 108 Street 1121360090010 Miami Shores, FL 33161- Block: Lot MSHORES LLC Owner Information Address Phone Cell MSHORES LLC 1451 OCEAN Drive (305)984 -1099 MIAMI BEACH FL 33139 - Contractor(s) Phone Cell Phone Valuation: $ 1,0 _. _,.._..: Total Sq Feet: 0 Type of Work: ELECTRICAL For Inspections please call: Additional Info: DEMOLITION (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Underground Rough Final Meter Box Alteration Relocation Fire Alarm Service Change W. W. Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $ EL -9-09 -35779 $ 108.30 $ 108.30 $ 0.00 Education Surcharge $0.20 Notary Fee $5,00 Permit Fee - AdditionstAlterations $100.00 Technology Fee $2.50 Total: $108.30 Applicant Copy For Inspections, Call (305) 795 -2204. P I I ,\ r V T ? I i 7 U e d NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT the public records of this county. DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. September 10, 2009 2 a - 4 0. A` C TQB b b Construction Trades I�U� BUSINESS CERTIFICATE OF C�I�TENCY 08EO00572 { ALWAYS ON ELECTRIC INC D.B.A.: B DENNIS S !s Certified. under the provisions of Chapter 1 o of Miami -Dade County v kr Is - -v. QUALIFYING TRADE(S) 0001 ELECTRICAL Hemdnlo Gonzalez P.E. F Secretary of the Board wwv.mimddade govl6uildingcode N➢aml -Dade County retains aD property rights herein. y r Z Board of County Commissioners, Broward Cosawly, Florida BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT FORM NO. 401-2WAC 25-061 RV2W835367 (Rev. 3W) FOR PERIOD OCTOBER 1, 2008 THRU SEPTEMBER 30, 2009 PEMLMM IF PND ❑ �EWAL Ll TRANSFER SEC # Nov -ISO/6 OCT. - 10TO NO TAX BACK TAX 20% *After DEC. 31 ,- 2W 0 6 1'. 0 ' ;C. PENALTY Plus Tax F.. .$25.00 A El NEW DATE BUSINESS OPENED --- T.C. FEE Based on Tax if Pal4d STATE OR COUNTY On or ber 30 '= G 1:�-L TRANSFER Business LocW n r, -,-p " '.'' ;' ; ' j ."..".q '' : TOTAL ACCOUNT NUMBER Y I P 11, L THIS RECEIPT MUST BE CONSPICUOUSLY DISPLAYED TO PUBLIC VIEW AT THE LOCATION ADDRESS ABOVE. TYPE OF BUSINESS TAX PAID cou D F' E f T A 4' BROWARD COUNTY UE COLLECnCM 2008 w 1165.And Rm A-1 00 0 ' d FORT DERDALE, FL 33301 PAYMENT RECEIVED AS VAUDATEDABOVE INSTRUCTIONS ON REVERSE SIDE .browaird.orgirevenue 1 1 19 7 Gi 1 "3 1 J Na X $TA, �G#, J :��3 9 5,6 1 1 - - ' EOFFLORIEW'*, 9:.-, m AR ''ON. .^: 0, R s ig 9fog v , Q8 28 2008 , [00804.5.760: The ELECTRICAL CONt Z_ Named below *BAS .-REGIS Under the provisuns Expiration date: AUG 31 2 J IVIDUAL.-;MUST-MEET ALL $ AIND - ik -TO T 5 t q LWA- g =Rld.�,�,=­C 'v;_ I :DR IVE CORAL SPRINGS FL 3307 , fg CHARLIE CRIST LES . pg nz' GOVERNOR I Q b 601. UtRED BY LAW - A CERTIFICATE OF COMPETENCY BK DENNIS LL MASTEREIIXECT1111CM CC# E-3031 -X Ref.'l 11165 ires $13112010 CbM 10-11279 08 -05 -2009 ALEX SINK STATE OF FLORIDA CHIEF FINANCI& OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 08/0512009 EXPIRATION DATE: 0810512811 PERSON :. BRILL DENNIS S FEIN: 202324182 BUSINESS NAME AND ADDRESS: ALWAYS ON ELECTRIC INC P 0 BOX Boas CORAL SPRINGS FL 33075 SCOPES OF BUSINESS OR TRADE: 1• CERTIFIED ELECTRICAL CONTRACTO IMPORTANT. Pursuant to Chapter 440 . 06(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election ender this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12). F.S.. Cartifticates of election to be exemptl apply only within the scope of the business or trade listed on the notice of election to he exempL PorsNaat to Chapter 440.08(13). F.S., aetit es of election to be exempt and certificates of electron to be exempt shall be subject to revocation ff. at any time after the filing of the Notice or the isamence of the cettifical the person named an the notice or certificate no longer meets the requirements of this section for Issuance of a certificate. The department shall ral a certificate at any time for failure of the parson named on the certificate to meet the requirements of this section. QLIESTIONS? (850) 413 -1609 IWC -262 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09-06 k . f (f ]� insurw u By Ken Brown havai-39r -3889 SOP 1 ZIRI9 usWeam NUUIl11UZ CERTIFICATE OF LIABILITY INSURANCE opw ym UNW- I o9/oi /os THO CERTIFICATE IS ISSUED ANA NIATfE OFINFORNATION ONLY AND COHMMS NO RIGHTS UPON THE CERTIFICATE nsNnanae By Ken grown, Inc. HOLDER THIS CERTIFICATE DOES NOT AMEND. EXTEND OR PO Box 948117 ALTER THE COVERAQE AFFORDED BY THE POLICIES BELOW. MAitland FL 32794- -8117 Phone 321- 397 -3870 rax:321-397 -3888 INWRIMAFFORLNACOVERME NAB# WSUPW A. Old DvWxiou Insurance Co 40231 NSVW Always On Electric, I MMURERC: Coial Springs rL 33076 1HSURER E: COVERAGES THE POLtCffMO'MJRANW LISTW BELOW NAME BEEN I89M TO TH6 P1St NAA�f A6 FORTF� POLICE PERIOD PlO1CAT� f[Jtt1M$TA ANY RECUtR6&W, Then OR CO18WMN Ct: ANY CT W WMICHT►t* CERTWWA - E MAYBE RHO+ WAYPGGAW. TW MPACS AFFORO@ BYTMPMJMOESCR> BWFSISWISBLl0 4ffTOALL THETHISHILLANDCOM WI*OF5'ICH 1'OLK:�E8. P�SE($ptg LtMt16 t#IOYYH My4Y HAVE BE't9d REOUCE�i @Y FAy^i CLA4�. LTR MW TYPE OF PACE FaLw NUMB LNMYB GENSM LIABL1TV ECHOCC<POFd+W $1,000,000 A x COWMEROM SENERAL L MUTY XM9999 03/14/09 03/14/10 *S00,900 :QAIAGa�E D cccuR MW MP (A" ayeatusoe'a f 10,000 t PTV &A Y $1,000,000 e SPERaL AGGR&®4= s 2,000,000 t PROM - C f4PA7PA86 :42,000,000 In �cY LOC 1 Auromoru,e LUa rh COMBOW i ANY^" t E LB+�T : $ A.L 0VWQ D PLT06 Y tNJi t+l SCHEVJLEDAUT08 I HM AUTDS PROPERTY DOMM AK7H.OVwR:O AUT08 , $ -- ltw f fMA09 L6VMM AM (PLY - EA ACCIDEKr S B ANY A.LITD I �� GO, I GC $ "" Y ' AW S i "egge: LH MLIALJA Lfff i EACHOCCUNDiM Z CCCLA CLAM VAN A"?REGWE a a pgpl)<;Tn3LE a R� rEHr�u ; s c AND OPLOYOW LU18KJfY YIN ( FFi D Q ; ; =_L. r+ACCB7Ecr S (dorm y litNM i El OWME EAEMiPLOYEE f is W yos Ot�mlDe un+ttu dPL PR"181" baw El. DOEASE -PMICY L&P E OTHER of 1L ♦ /Ex4 At+CMWi IMUME CERTIFICATE HOLDER CANCIELLATION SUMDAHYOFTMABOVEDE9CI POLCMB @CAI BWCMTM®LPWATLOH pimmis DATE TMMW. THE IS$U= PSUM VJLL ENMVORTO Kft 10 DAY% WRIt•TET.1 i60TlC6TQ71�G1�CATEFRNA�TOTt1ELEFT t�'FA�dIRQTOOO�SHALL t�� N4 OBLKiAT'6DN OR 11ABILRY Of AIW Klt�t�iTl� . Ire Aa�MB � City of Miami Shores 00WREDWATNIA 10050 N.E. 2nd Avenue ENTArA Miami Shores rL 33138 ACORD 25 (2009101 ) i iII&MACORO CORPORATIDH. lg rWe resew! The ACORD Dam and logo are regbitered mw is ofACORD